Construction of boundary wall security hut and main gate for Centre for Micropropagation and doubled haploid production at CCSHAU Hisar

Amount

Civil items (1 to 40):- 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)

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m (a) soft/loose soil {HSR 6.25(a)}

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttress etc. (45% of labour rate of HSR 9.5)

Form work for cement concrete blocks in situ, such as staggered RCC blocks, arrows and plain cement concrete blocks. (HSR 9.19)

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 first storey upto 4 metres above plinth level {HSR 10.59}

Extra over item no.10.1 to 10.61 above when work is done in situ in small quantities not exceeding 0.30 cum per block in situ such as staggered blocks, arrows, concrete blocks over inverted filters, bed plates, arches, etc.(HSR 10.62)

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)

Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95(a)}

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level (HSR 11.9)

Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)

Providing and fixing cast iron rain water non pressure pipe, I.S.I. mark with ears with screw and wooden plugs fixed on wall face including filling joints with spun-yarn and cement mortar 1:2 excluding head and shoe, etc. {HSR 13.45(a)} (a) 100 mm dia pipe

Extra over rate of item nos. 13.43 and 13.45(a) in case lead joints are used instead of cement joints {HSR 13.46(a)}

Providing and fixing C.I. plain bends in position with gutter, etc. {HSR 13.49(a)} (a) for 100 mm dia pipe

Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50)

Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57)

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling (HSR 14.1)

Conglomerate floor 40 mm thick in 2 coats, under layer 30 mm thick of cement concrete 1:2:4 and top layer 10 mm thick 1:1.5 cement grit ( 1 part of cement : 1.5 part of stone grit). (based on HSR 14.9)

18 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors (HSR 14.18)

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)

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

Striking joints in lime or cement on brick and tile walls {HSR 15.69(a)}

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)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)

White washing three coats (HSR 16.48)

Finishing walls with exterior decorative cement based paints such as snowcem , Robbiacem etc. on new work, two coats to give an even shade.(HSR 16.61)

Proving and fixing 35 mm thick glazed door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. ( non-coniferous timber other than teak confirming to I.S. specifications No. 1003 kiln seasoned), with vertical styles and rails, as specified in the statement no.1 ( attached in the end of this chapter), with glass panes of 4 mm thickness , tongued and grooved including the cost of iron hinges , screws, chocks/cleats, stops , etc., complete fixed in position excluding the cost of tower bolt and handles but including the labour for fixing the same {HSR 17.30(a)+17.24(c)} (b) 35 mm thick ( 4 mm thick glass panes)

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)} (i) 25 mm thick

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- {HSR 18.1} (b)M.S. Flats

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)

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.

Providing and fixing marble strips of size 14 mm to 17 mm thick and 40 mm wide in floor fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge (NS)

Providing and fixing PVC coated GI interlocked/chain link fencing of size 3" x 3" (superior quality interlocked/chain link fencing, having hot dip GI wire, of Make as approved by Engineer-in-Charge and confirming of IS specifications) of 5 mm diameter (3mm dia GI wire and 1mm thick PVC coating over the circumfrance of wire (total thickness of PVC coating would be 2 mm over the wire). It is made clear that the wire size with PVC coating would be of 5 mm dia metre fixed over steel frame/posts by means of MS flat and MS bolts/nuts (items of steel frame/posts, flats and bolts/nuts shall be paid separately under respective HSR item) including cutting, drilling holes in the frame/posts & flats etc. complete in all respect as directed by Engineer-in-Charge. (NS)

Providing and fixing double leaf stainless steel gates made of 304 Grade stainless steel tubes of size 40mm x 40mm & 25mm x 25mm or any other size as frame, both sides finished with 1.5mm thick/any other thick stainless steel sheet including bottom pivots (4 Nos.), hold fasts, 18" long stainless steel tube handle, 1'-2" long stainless steel sliding bolts (16mm dia), etc., fixed in position, complete the job in all respects as directed by Engineer-in-charge.(NS)

Providing and fixing at all height 15 mm to 18 mm thick Z-black granite stone (polished) in wall facing (lining) including matching grains laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade including fixing by using stainless steel cramps & fasteners of required size/shape along with cost of these items etc., complete in all respect as per drawing or directions of the Engineer-in-Charge.(NS)

Providing and fixing stainless steel sheet (304 Grade) English letters of 10" height and fixing with 100 mm x 6 mm bolts on both side threads, dipped in araldite for fixing on wall/RCC columns as per pattern approved by the Engineer In- charge, complete in all respect.(NS)

Providing and fixing stainless steel sheet (304 Grade) English letters of 12" height and fixing with 100 mm x 6 mm bolts on both side threads, dipped in araldite for fixing on wall/RCC column as per pattern approved by the Engineer In- charge, complete in all respect.(NS)

Electrical items (41 to 71):- 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

(ii) 32 amp. SPN MCB

(iii) 63 amp. SPN MCB

Supply & erection of fittings & accessories: (HSR 31.18) (xxvi) S/E of hexagonal M.S. box 1.60mm thick having each side 8 cms., 7.5cms deep, top covered with M.S.lid by means of screws including 10 mm dia 30cm long mild steel rod made into suitable suspension hook and erected in RCC slab.for erection of fan, the bottom covered with 3mm thick bakelite sheet with suitable holes, painting etc. complete with all labour and material required to complete the job.

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.

(xvi)Pdg. & fixing 4mm dia GI wire on surface or in recess for loop earthing as required.

UNDERGROUND CABLES (HSR 31.26) Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections. (v) 2 x 16 sqmm(armoured) solid

Pedestal S/E of Godrej Almirah type M.S. pedestal made of 50mm x 50mm x 6mm angle iron frame with 3.00mm thick M.S. sheet covering including shutters with suitable hinges and lcoking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75mm 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 to 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 embedded upto the entire depth in 1:2:4 cement concrete block, projected 75mm all around the pedestal and 200mm 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: (HSR 31.33) (ii) M.S.Pedestal of size 750mm wide, 900mm high 300mm deep and bottom totally open, duly embedded in cement concrete block of size 900mm x 450mm x 200mm above ground level duly plastered with 12mm thick 1:4 cement plaster, having a base of size 1050mm x 600mm x250mm below ground level.

Miscellaneous (HSR 31.35) ix)S/E of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of the Engineer-in-charge of the work:- (d) 16 sqmm

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 (3/1.05 mm)

S/E of double door sheet steel enclosure distribution board suitable for MCBs and ELCBs etc. Recessed in wall including bonding to earth with all labour and material required to complete the job in all respect upto the entire satisfaction of the engineer-in-charge of the work (HSR 31.41) (i) 4-way, SP&N (Horizontal)

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

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

10 amp. Socket

16 amp. socket

Fan regulator

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) 1 & 2 Modules

3 Modules

8 Modules

S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-incharge of the work (HSR 31.67) (i) HDPE pipe 63/50 mm outer dia/inner dia.

S/E of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by the manufacture including cost of foundation accessories etc. The foundation bolts as per manufacturer design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100 A, 4 pole natural links including connection etc. with suitable connecting arrangement for 2 No. MCBs/kit kat including cost of R.C.C. 1:1.5:3 for foundation of size 0.7 M x 0.7 M x1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200 mm C.C. for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of the work (HSR 31.68) (i) 7 Mtr. Long pole with top dia 70mm and bottom dia 130 mm with base plate of size 220x220x12mm

S/E of LED tube rod ≤20 watt double side connections with 4 feet long housing made of CRCA sheet steel, epoxy powder coated white after phosphochromate treatment and 2 Nos. lamps push fit type white polycarbonate holders and reflector made of white powder coated CRCA sheet. Total system lumen of 20 watt LED should be ≥2200 or above in cool day light (5700K to 6500K), Power factor >0.95, CRI >80, Average life ≥50000 hours, complete with mounting bracket and accessories as required with connections. Make: Philips, Havells, Wipro, Bajaj. (NS)

S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod and regulator etc.(NS) i) 1200mm sweep. Make: Usha, Orient, Crompton.

Pdg. & fixing of single arm GI bracket with 1.5 mtr. Long GI pipe 50mm dia and 75mm dia GI pipe B Class (medium) 30cm long top cover, fixing on existing 7 mtr. High street light pole with nut and bolt and paint etc. complete in all respect as per site requirement(NS)

Pdg. & fixing of double arm GI bracket with 1.5 mtr. Long GI pipe 50mm dia and 75mm dia GI pipe B Class (medium) 30cm long top cover, fixing on existing 7 mtr. High street light pole with nut and bolt and paint etc. complete in all respect as per site requirement(NS)

S/E of LED street light of system voltage ≤72 W IP66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤72 watt LED should be 10200 or above in cool day light (5700K), Lumen efficacy > 113 lm/w, Power factor ≥0.95, Average life ≥50000 hours, complete with all accessories as required with connections on existing street light/PCC poles including 3 year defect liability period and free replacement in case of non functioning of the light fixture. Make: Philips, Havells, Wipro, Bajaj or HPL (NS)

S/E of Automatic ON/OFF of Street Light controller with digital Astronomical Timer 24Hours , Contractors , Indicators , A/M Switch etc complete in all respect with all petty material required to complete the job for satisfaction of Enginneer in charge. Make:-Schneider/Crabtree/Athena

ROHTAS SINGH CONTRACTOR