Prov. WSS Choura, Kafour and Shilani in GP Tranda Tehsil Nichar Distt. Kinnaur H.P.

Amount

Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge.

Boulder /stone filling hand packed tightly under floor with in all leads and lifts.

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in Foundation and plinth with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/L RCC work 1:2;4 (1 cement :2 sand : 4 graded stone agg. 20mm N/s) and curring complete excluding the cost of form work and reinfocement for reinforced work in:- suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in:

Foundation footings bases of columns and the like and mass concrete.

Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :

Providing and Laying tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete.

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:

i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.

ii) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Lloors etc. upto 200mm. In thickness with in all leads and lifts.

Providing no fine cement concrete 1:3 ( 1 cement : 3 Agg. 20mm nominal size) in all leads & lifts

Laying and Jointing PVC Pipe. Heading

Course sand 3-6mm

Bottom layer 50- 75 mm

Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast walls and retaining walls.

Square rubble masonary coursed with hard stone of approved quality in foundation and plinth in Retaining walls/Breast walls including rakingout joints in:- Cement Mortar 1:4(1Cement:4 Sand)

20 mm cement concrete topping 1:2 to 3(1 cement: 2 to 3 stone aggregate of size 4.75 mm and below, by volume) laid over and finished monolithic with base concrete.

Pointing on square rubble,coursed or un-coursed stone masonry with cement mortar 1:3(1 cement:3 Sand) (a) Flush pointing.

Steel work welded in built up sections, trusses and fremed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In beams joists,channels angles,tees,flats with connectiong plates or angle cleats as in main and cross beams hip and jack rafters purlins connected to common raffers and the like.

1.80 mtr. High fencing with 2.50 mtr. Angle iron posts of size 50x50x5mm (min.) 2.50 mtr. Centre to centre with a horizontal 1.80 mtr. High fencing with 2.50 mtr. M.S. angle iron post of size 50x50x5mm (min.) 2.50 mtr. centre to center with 9 No horizontal lines and two diagonals of galvanised steel barbed wire (IS:278-1962 Type 1) weighing 9.38 kg per 100 mtr. (minimum) strained and fixed to posts with 61 steples, embed in C.C 1:3:6 including earth work, painting of M.S. angle iron complete.

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

Laying & Jointing in treanches GMS tube (MG) and tube fitting (earth work in trenches to be measured and paid seprately)

15mm dia

20mm dia

25mm dia

32mm dia

50mm dia

P/F gun metal peet valve with hand wheel (Superior Quality)

15mm dia

20mm dia

25mm dia

32mm dia

50mm dia

M/S CHHERING TANZIN

GURDEV SINGH MEHTA

M/S DEVASHISH NEGI

M/S INDER BHAGAT