Construction of pump house, repair/renovation of existing well an providing two electric pumping sets, each of 5 HP capacity with panel board and electric connections etc. in the research area for the Department of Vegetable Science at CCS HAU Hisar

Amount

Civil work 1 to 41:- 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)

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work , placing and fixing in position, complete at the ground level or in first storey (HSR 10.77 + Note)

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey (HSR 10.78 + Note)

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)

(a) 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)}

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded. (HSR 10.114)

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)

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (HSR 11.7)

Providing 5.72 cm brick dalli facing with brick size 22.86 cm X 11.43 cm X 5.72 cm thick to be obtained after cutting of bricks laid in cement sand mortar 1:3 on RCC lintels, beams fascia etc. including centring and shuttering complete. (HSR 11.98)

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)

Cement concrete 1:2:4 gola 10 cm X 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64 )

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) Baed on (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)

12 mm thick cement plaster 1:5. (HSR 15.6)

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

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)

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

Cement pointing 1:2 flush on flat brick flooring (HSR 15.71)

Cement pointing on stone slab pavement with cement mortar 1:2 (HSR 15.73)

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)

Wrought iron and mild steel (using angles, flats square bars. tees and channels) ladders, grills, gratting frames, window guards, iron door openable or fixed stair case or parapet or any other type of railing , gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC incluidng straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position, complete in all respect for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separtely for different diameters as actually used in work excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

Supplying openable steel doors and windows, of standard steel sections, joints mitred and electrically flash welded including provision for arrangement of receiving handles, peg stay, catcher will also be welded with the frame and providing and fixing pressed steel projected hinges, iron lugs, glazing clips (excluding wooden shutters, glazing and fittings such as handles, peg stay and catcher etc.) and finished with one coat of ready mixed red lead non setting primer (HSR 18.24)

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

Providing and fixing hard drawn steel wire fabric 75 mm x 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled section with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect. (HSR 18.33)

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

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

Providing and fixing in position 5.0 HP capacity Monoblock pumping set 3-phase, complete in all respect of Crompton Greevs/Kirloskar make as approved by the Engineer-In-charge. (NS)

Providing and fixing Electric panel board of suitable capacity for above P/set with main switch, starter, Ampere meter, Volt Meter of required capacity and other required accessories etc. complete in all respect of Havells/L&T Make. (NS)

Electrical work 42 to 62:- S/E of MCBs/isolator 240/415 V in existing distribution board including making necessary connections (HSR 31.17) (ii) 6 to 32 amp. MCB SP

(ii) 32 amp. MCB SPN

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

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

(xii) Pdg. 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.

S/E of underground cable 1 mtr below ground level with sand and bricks complete with necessary connectons (HSR 31.25) (xl) 16sqmm 4 Core Cable (armoured)

S/E of underground cable loose in existing pipe or trenches complete with necessary connectons (HSR 31.26) (xl) 16sqmm 4 Core Cable (armoured)

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

(ii) Cable Size 2.5 sqmm (7/0.5)

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) (ii) 8-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. (HSR 31.44) (b) 25 mm dia

Pdg. & fixing modular type accessoriesm of app. 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 & fixig GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate with all labour and matrial required for the job. (HSR 31.57) 3 Modules

6 Modules

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. wih rating 5 star {NS} i) 1200mm sweep. Make: Usha, Orient, Crompton.

Ajay Contractor