Installation of tube well for saline water (salinity) and construction of one room of size 10 feet x 10 feet x 10 feet in the Research Area of Soil Science at CCS HAU, Hisar (re- invited)

Amount

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (HSR 4.4.1)

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)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete {HSR 4.33}

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

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square Meter on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)

Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR 6.13)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to beincluded in the rates for reinforcement (HSR 6.34.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement: 6 coarse sand).(HSR 7.20.2)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat: With common burnt clay non-modular brick tiles of class designation 10 (HSR 9.14.1)

Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase. (HSR 9.17.1)

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR 9.18)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes: 110 mm diameter (HSR 9.57.2)

Bend 87.5° 110 mm bend (HSR 9.58.5.2)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR 10.8)

Providing and laying of crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement sluny etc. complete: 18 mm thick crazy marble stone white, black or as specified (HSR 10.24)

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

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

1 :6 (1 cement: 6 fine sand) {HSR 11.5.4}

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (HSR 11.25.1)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing (HSR 11.25.2)

Pointing on stone slab ceiling with cement mortar 1 :2 (1 cement : 2 fine sand). (HSR 11.29)

Cement rendering on plaster 1 mm thick (HSR 11.52)

White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer. (HSR 11.67.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

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 11.78)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (HSR 12.50.1)

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR 13.2)

Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall bemeasured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (HSR 13.8.1)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes (HSR 13.10.1)

Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required (HSR 24.1.1)

Extra for charcoal or coke and salt for G. I. plate or copper plate earth each 897 electrode (HSR 24.1.5)

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 (HSR 24.1.11)

Providing and fixing marble strips of size 14 mm to 17 mm thick and 35 mm wide in floor fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge (NS)

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)

Boring of tubewell 8" dia size upto 250 feet deep (suitable for lowering 6" dia PVC pipe) with suitable boring system, complete in all respect as per directions of the Engineer-in-Charge.(NS)

Providing, fixing, lowering and jointing PVC pipe 6" i/dia size of 6 kg/cm² pressure ISI marked of Prince/Supreme/Skipper make in the bore hole/well, complete in all respect. (NS)

Providing, fixing, lowering and jointing PVC pipe 4" i/dia size (110 mm o/dia) of 6 kg/cm² pressure ISI marked of Prince/Supreme/Skipper make (for tubewell), complete in all respect. (NS)

Providing, fixing, lowering and jointing PVC pipe 3" i/dia size (90 mm o/dia) of 6 kg/cm² pressure ISI marked of Prince/Supreme/Skipper make (for delivery), complete in all respect. (NS)

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

(ii ) Socket 4" i/dia size

(iii) Elbow 3" i/dia size

(iv ) Socket 3" i/dia size

(iii) Reducer 4" x 3" i/dia size

Development of tubewell cavity for at leat 12 howrs or up to development of cavity with suitable enginer or any other system, complete in all respect to the satisfaction of Engineer- In charge. (NS)

Providing and fixing in position 7.5 HP capacity three phase Monoblock Pumping set (size 4" x 3") complete in all respect of Crompton/Kirloskar/KSB make. (NS)

Providing and fixing in position Electric Panel suitable for 7.5 HP capacity consisting of Panel board, Ampere meter, volt meter, main switch, starter of suitable capacity, indicator lamps, connecting wires etc. complete in all respect of L& T/Havells make. (NS)

Providing and fixing in position M.S. clamp (Heavy duty) with nuts & bolts, complete in all respect of following sizes. (NS) (a) for 6" i/dia PVC pipe

(b) for 3" i/dia PVC pipe

Providing and fixing Base Plate (Heavy duty) of required shaps & size, complete in all respect. (NS)

Providing and fixing in position 6 sqmm 3 core PVC insulated copper conductor cable, complete in all respect of Powerage/R.R./Havells/Finolex make ISI marked.. (NS)

ROHTAS SINGH CONTRACTOR