Special repair of existing parking area and providing rain harvesting system in the premises of University Auditorium (Plaza Area i.e. parking area between Fletcher Bhawan and Gandhi Bhawan) at CCS HAU, Hisar. (including PH work)

Amount

Civil work 1 to 11:- Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (HSR 5.44)

Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. (HSR 6.57)

Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (HSR 10.16)

Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) : 25 mm thick (HSR10.37.1 )

Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone (HSR 10.39.1)

Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth (HSR 10.100.2)

Earth filling under floors with dune sand (tiba sand), brought from out side (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)

Removing of existing precast cement concrete kerbs (to be removed carefully) from road/path/plinth protection and shifting the same to maintenance store, complete in all respects as directed by the Engineer-in-Charge. (NS)

Fixing of existing precast cement concrete kerbs in path/road/plinth protection, complete in all respects as directed by the Engineer-in-Charge (old kerbs will be supplied by the department free of cost). (NS)

Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

Public Health work 12 to 42:- 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. All kinds of soil. (HSR 4.14.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc. exceeding 80 mm metre (HSR 4.16.1.2)

Demolishing cement concrete manually/ by mechanical means direction of Engineer - in - charge. Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix) (HSR 5.23.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size. (HSR 6.1.7)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.20.1)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Cement Concrete 1 :8:16 Flooring cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth (HSR 10.100.2)

12 mm cement plaster of mix : 1 :2 (1 cement: 2 fine sand) (HSR 11.5.1)

1 :3 (1 cement: 3 fine sand) (HSR 11.5.2)

1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Stringing out A.C./P.V.C pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 250 mm internal diameter of pipe line laid complete (HSR 20.7.8)

Jointing A.C./P.V.C. pipes and specials with cast iron detachable joints/split coupler P.V.C. joints fitted with bolts and nuts excluding cost of detachable joints/ split coupler P.V.C. joints rubber rings, bolts and nuts but including cost of labour and tools etc. and tested complete 250 mm i/d pipe (HSR 20.8.7)

Cutting A.C./P.V.C. pipes and specials and chipping or filing surface to a uniform finish 250 mm i/dia (HSR 20.9.7)

Providing and placing in horizontal layers filtering media screened washed and cleaned as described below Second layer: Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.2)

Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-incharge. On 250 mm internal diameter pipe sewer for 2.40 meters depth below ground level (HSR 21.90.6.1)

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia (HSR 33.16.2)

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete 150 mm clamp (HSR 33.17.2)

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 150 mm dia (HSR 33.18.2)

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yieldwithout sand content (beyond permissible limit), with requiredcapacity air compressor, running the compressor for requiredtime till well is fully developed, measuring yield of well by "V''notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (HSR 33.19)

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make (as approved by the Engineer-in-Charge). (NS) a) 250 mm o/dia size (10" i/dia)

Supply and placing of Fine gravels 2 to 4 mm size of best quality, complete in all respect. (NS)

Supply and placing of course gravels of 4 to 8 mm size of best quality, complete in all respect. (NS)

Supply and placing of boulders/pebbles of 10 to 50 mm guage of best quality, complete in all respect. (NS)

Supply and placing of fine gravels of best quality (around 150 mm dia M.S. pipe) in the bore of 500 mm dia, complete in all respect. (NS)

Boring and lowering 500 mm dia and 150 mm i/dia M.S. pipes with suitable boring system upto 41.25 mtr deep, complete in all respect. (NS)

Supply of M.S. blind pipe 150 mm i/dia ('B'-class) as per ISI 1239, P-1990, complete in all respect. (NS)

Supply of M.S. slotted pipe 150 mm i/dia ('B'-class) as per ISI 1239, P1990, complete in all respect. (NS)

Supply of M.S. socket of 150 mm i/dia size, complete in all respect. (NS)

Providing and fixing 100 mm dia, M.S. pipe (board pipe) 2.0 mtr long medium quality welded on both side with 150 mm dia M.S. pipe, complete in all respect. (NS)

YASHRISHI ENGINEERING AND CONSTRUCTION SERVICES