Const. of Approach Road, Over Head Tank with Water Supply and Drainage at MRF site, Tezu

Amount

CC Approach Road

Site Clearance: Clearing and Grubbing Road Land (Clearing and grubbing road land including upgrooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000mtr including removal and disposal of top organic soil not exceeding 150mm in thickness) By Mechanical Means In area of light jungle

Grannular Sub-Base with Close Grade Material: Plant Mix Method (Construction of grannular sub-base by providing closed graded material, mixing, in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on preparation surface and compacting with vibrator power roller to achieve the desired density, complete as per. for grading- I Material

for grading- II Material

for grading- III Material

CEMENT CONCRETE PAVEMENT: Dry Lean Cement Concrete Sub-Base ( Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed i a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibrator roller, finishing and curing.)

Roller Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm with min. aggregate cement ratio 15:1 and min. cement content of 200kg/cum, aggregate optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)

Dowel bars and Tie Bars

Overhead Tank and water supply

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

Dry rubble Flooring

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for : a)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

c) Column, pillars, posts and struts etc.

d) Lintels, beams, girders, bressumers and cantilevers etc.

Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.

15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.

Neat cement punning.

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 32 mm nominal bore

b) 50 mm nominal bore

Providing and fixing brass full way valve with wheel of approved quality. a) 32 mm nominal bore

b) 50 mm nominal bore

Providing and fixing non-return valve of approved quality. a) 50 mm nominal bore

Provision for Ladder

Fixing and fitting of motors

Drainage System

Earthwork in excavation in soils containing 50% or more shingle or small size boulders upto 30m size including banking in 20cm layers and breaking clods,ramming and dressing up for the the purpose of making embankments or filling up ground depressions lead upto 50m and lift upto 1.50m

Providing and laying in foundations and plinth cement oncrete 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) excluding ost of centering and shuttering

Re-flling of excavated earthwork in foundations and plinths etc in 15cm layers inluding ramming and watering et. Complete.

Reinforcement cement concrete work in side walls (any thickness) including attached pillasters,buttresses,plinth and string course,fillets etc from top of foundation upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3( 1 cement:3 fine sand) of thickness not exceeeding 6mm to give a smooth and even surface excluding cost of centering, shuttering and reinforcement in:- a) M20(1 cement: 1.5 coarse sand: 3 stone aggregate 20mm nominal size)

(a) Mild Steel

Centering & Shuttering work including strutting, propping etc and removal of formwork for:- b) Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc

12mm cement plaster 1:3 ( 1 Cement: 3 fine sand)

M/S Himalayan Trader

M/S Seven Star Trading House