Construction of fountain pond and pucca path around the pond and 15 Nos. katcha fish ponds in the premises of College of Fisheries Science at CCS HAU, Hisar. (including PH and EI works)

Amount

Civil work 1 to 6:- Earth work in excavation in foundations, trenches, etc .in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches ,stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6)

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth.(HSR 10.28)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.41)

Providing and laying 60 mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 25 mm thick fine sand complete in all respects (HSR 10.158)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2)

Earth filling under floors with dune sand (tiba sand), brought from outside (any lead), in 25 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)

PH work 7 to 52:- Earth work in excavation in foundations, trenches, of under ground structures, sullage drains, etc, and other similar works in ordinary soil including dressing of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night singnals, crossing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction and disposal of surplus soil as directed within a lead of 30 metres for depth up to 2 metres below natural ground level. (for P.H. Works only). (HSR 6.7)

Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc., and outside the town in ordinary soil:- (HSR 6.8[a]) (a) without timbering and shoring up 1.5 metres depth

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.28)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement centring and shuttering in foundation and plinth. (HSR 10.79)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centring and shuttering, laid in position , complete in all respects (HSR 10.82)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects (HSR 10.86)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls(10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects {HSR 10.87}

Extra over item Nos.10.79 to 10.94, if 1:1½:3 mix is used instead of 1:2:4. {HSR 10.95(a)}

First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2)

First class brick work laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3)

Conglomerate floor 40 mm thick cement concrete topping 1:2:4. (HSR 14.9)

Providing and fixing ceramic tiles/ anti skid tiles of size 400 mm x 400 mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles (HSR 14.91) Note : i. tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK ii. Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make & colour. Nothing extra shall be paid for this.

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colour, shades except burgundy, bottle green, black of any size of approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement coarse sand mortar 1:3 and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete (HSR 14.92) (b) size of ceramic glazed tiles 300 mm x 450 mm

12 mm thick cement plaster 1:4 on walls (HSR 15.5)

12 mm thick cement plaster 1:6 on walls {HSR 15.7}

10 mm thick cement plaster 1:4 on underside of ceiling (HSR 15.52)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead , linseed oil, varnish and chalk mitti including finishing the surface to required finish complete {HSR 16.1)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping, etc. {HSR 16.2)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade (HSR 16.3)

White washing three coats (HSR 16.48)

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops, etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- {HSR 17.93(a)} (iii) 35 mm thick

Fe-500 D TMT steel bars for R.C.C., works, where not included in the complete rate of R.C.C. , including bending ,binding and placing in position complete (HSR 18.22)

Fixing steel windows in walls with lugs, embedded in 15 cm x 11.43 cm X 7.5 cm cement concrete blocks, of 1:3:6 mix, excluding fixing of glass panes but including cost of cement concrete for lugs (HSR 18.29)

Supplying and fixing glass panes including special metal sash putty of approved make {HSR 18.30(b)} (b) glass panes 4 mm thick, exceeding 40 sq dm areas

Pressed steel sheet frames (chowkhats), consisting of 2.00 mm thick steel sheet of the specified section, including iron lugs (hold fasts, iron hinges, confirming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red led non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs, complete:- {HSR 18.34(a)} (a.) door and window frame of size 89mmx 50mm with 40mm wide single rebate.

Dressing bed and preparation of sub-grade for lining. (HSR 19.1)

Dressing side slopes and preparation of sub-grade for lining. (HSR 19.2)

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc., complete. (HSR 28.19) (i) 100 mm i/d

Supply and erection of Godrej Almirah type M.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75 mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size of make it water proof. The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and it’s legs are embeded upto the entire depth in 1:2:4 cement concrete block, projected 75 mm all around the pedestal and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of work- (iii) M.S. pedestal of size 750 mm wide, 1200 mm high and 300 mm deep and bottom totally open, duly embeded in cement concrete block of size 900 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster, having a base of size 1050 mm x 600 mm x 250 mm below ground level. (HSR 31.33)

Supplying & jointing three core flat cables of Finolex, Polycab, Ecao & Bunton with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors with voltage grade 1100 volts marked with IS:694:1990 including cost of jointing materials as well as carriage, loading, unloading etc., complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 31.59) 2.5 square mm (copper)

Supply and erection of metal clad switches/ B.D.B.S. with rg bolts on wall or on existing angle iron board/ pedestal including bonding to earth and necessary connections:- (HSR 31.12) (a) (xiv) triple pole switch with natural link 32 amp, 415 volt. (Category -B)

Earthing. (HSR 31.22[i]) (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required

(xii) Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make. (NS) b) 110 mm dia (4” i/dia) size

Supply of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS) PVC Tees 4” i/dia size

PVC Elbows 4” i/dia size

Providing and fixing PVC gate valve of 4" i/dia size, complete in all respect. (NS) Make:- Prince / Supreme/Skipper

Boring of tube well upto 6" dia size (suitable for lowering PVC pipe of 5" i/dia size of 6 kg/cm² pressure) upto 150 rft deep with suitable boring system, complete in all respect. (NS)

Supply, lowering, fixing and jointing PVC blind pipe 5" i/dia size of 6 kg/cm² pressure in the bore of Prince/Supreme/Skipper make, complete in all respect.(NS)

Supply, lowering, fixing and jointing PVC perforated/slotted pipe 5" i/dia size of 6 kg/cm² pressure in the bore of Prince/Supreme/Skipper make, complete in all respect.(NS)

Supply, lowering, fixing and jointing GI pipe 'B' Class ISI marked 40mm i/dia size Ravindra/Jindal/Parkash (surya) make, complete in all respect.(NS)

Supply and fixing in position 2.00 H.P capacity submersible pumping set single phase along with suitable capacity starter of KSB/kilosker make, complete in all respect. (NS)

Development of Tube well for at least 12 hrs. with suitable engine/ suitable system to the satisfaction and direction of the Engineer In charger, complete in all respect (NS)

Supply and fixing M.S. clamp (heavy duty) of Best quality, complete in all respect. (NS) (a) 40 mm dia size

(b) 5" dia size

EI work 53 to 74:- S/E of 3 core PVC Copper insulated and sheathed circular flexible wire (HSR 31.9) (d) Size 1.5sqmm ( 48/0.20mm)

S/E of Moulded case circuit breaker on wall or on existing pedestal i/c bonding to earth and necessary connections (HSR 31.12(c) (i) 15amp to 60amp 415V 10KA 3Phase

MINIATURE CIRCUIT BREAKER AND ISOLATOR:(HSR 31.17) Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections (a) Miniature Circuit Breakers of 9 K.A. breaking capacity (ii)6-32 amp. SP MCB

(iii) 40 amp. To 63 amp. TPN

EARTHING (HSR 31.22) (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required

(ii) Extra for using salt and charcoal/coke for pipe earth electrode as required.

(xii) Pdg. and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required.

UNDERGROUND CABLES (HSR 31.25) S/E of underground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches. (xl) 4 x 16 sqmm(armoured)

UNDERGROUND CABLES Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.(HSR 31.26) (xl) 4 x 16 sqmm(armoured)

S/E of suitable compression type brass cable glands for underground cable (HSR 31.28) (iii) 25 sqmm to 50 sqmm cable 2 to 4 core.

S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe (HSR 31.40) (i) Size 1.5 sqmm(3/0.81mm)

(ii) Size 2.5 sqmm(3/1.05mm)

S/E of PVC conduit pipe ISI marked (Medium) recessed in wall/ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work (HSR 31.44) (b) 25mm dia

S/E of copper lugs including crimping etc. upto the entire satisfaction of Engineer-in-Charge of work (HSR 31.45) (b) 4 to 6 sqmm

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. (HSR 31.56) 10 amp. 1 way switch

20 amp.switch

16 amp. Socket

Blinking plate

Pdg. and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. (HSR 31.57) 12 Modules

Supply, installation testing and commissioning of wall/free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick Bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of Zinc/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. The panel having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear. Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar Bakelite sheet 3mm thick for separately cable alley to BBC from switch chamber extended solid copper bars upto cable alleys shall provided for outgoing connection which shall be paid as extra items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (copper) and fuse protection (Only outer area on all sides shall be measured) (HSR 31.63)

Supplying and fixing of cooper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrikable PVC insulation, complete in all respect. (HSR 31.64)

S/E of surface/wall mounted ≤ 20W integrated LED 4 feet fitting with Epoxy Powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥2000 in cool day light (5700K to 6500K), Power factor >0.95, CRI >80, Average life >50000 hours. Complete with mounting Brackets & accessories as required with connections(Industrial) (NS) Make: Philips, Havells, Wipro ,Bajaj

Jaideep Kumar Contractor