SPECIAL REPAIR OF LANDSCAPING WORK OF PWD REST HOUSE AT LOHARU IN DISTRICT BHIWANI.

Amount

Hire charges for JCB with bucket capacity of 0.4 cum with fuel and driver for Horticulture work (HSR PM055).

Planting permanent hedges including digging of trenches, 60 cm sqm wide and 45 cm deep, refilling the excavated earth, mixed with farmyard manure, supplied at the rate of 1.62 cum per 18 sqm, DAP 0.6kg, Chlorpyriphos 20%EC@ 0.20 litre per 18 sqm and supplying and planting hedge at 30 cm apart in two rows @ 202 no. well trimmed bushy, multi-branched, 30 cm to 45 cm in height plants to be supplied in 15 cm x 15 cm poly bags per 18 sqm .(HSR 26.34) (Labour work only)

Digging holes in all kind of soil and refilling the same with the excavated earth mixed with well decayed Farmyard manure (cost of manure to be paid separately) (HSR 26.13) Hole 0.75 metre dia and 0.75 metre deep (HSR 26.13.3)

Hole 0.60 metre dia and 0.60 metre deep (HSR 26.13.4)

Hole 0.45 metre dia and 0.45 metre deep (HSR 26.13.5)

Supplying and stacking at site of work well-decayed farm-yard manure from any available source, approved by the Engineer-incharge including screening through sieve of LS.designation 16 mm with 5 km lead. (HSR 26.1)

Supply and Planting rare and specimen tree plants in already prepared pits (Ficus starlight 150 cm height , Terminalia 210 cm height, menatalis, Michelia champaca hybrid ore than 180 cm height, Cyprus (Golden juniperous) more than 180 cm height, topiary of 1 O to 12 no. well trimmed bolls of more than 30cm size of Ficus nuda, Ficus retusa, Ficus long island, Ficus panda more than 180 cm height, Golden bottle brush, casurina equistefolia, Bottle palm with stem circumference at base more than 40cm, Washingtonia palm of healthy clear stem height below leaf more Thant 90 cm) including , fertilizer and insecticides chlorpyriphos 20 ml per pit, planting of 180cm to 210cm tall sapling in position and flooding with water specie of plant will be decided by engineer in charge. (HSR 26.20) (Labour Work only)

Supplying and planting in prepared pits and watering, healthy, vigorous growing, permanent trees including, application of 10 ml chlorpyriphos 20% EC, planting desired disease free, 200 cm to 220 cm height ,5 cm to 6 cm calliper size stem, full of foliage ornamental tree sapling each to be supplied in 30cm x 30cm poly bag (HSR 26.14) (Labour Work only)

Supply and planting of disease free healthy, vigorous growing more than 75 cm height permanent shrubs in already prepared pits, supplied in 25 cm x 20 cm poly bags, application of 10 ml chlorpyriphos 20% E.C. termiticide each and watering supplied through the tractor tanker. (HSR 26.18) (Labour Work only)

Supplying healthy, well branched, well bloomed and Planting rose beds including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.0508 cum per sqm , Fertilizer DAP 50 gms and insecticides chlorpyriphos 10ml per sqm , planting of hybrid Budded rose saplings to be supplied in earthen pots 120cm x20cm polybags , planting of sapling at 45 cm distance from plant to plant and row to row and 5 no. plants per sqm (HSR 26.30) (Labour Work only)

Fixing of fencing with MS angles 25 x 25 x 3 mm, 1.5 m sqm above ground fixed 30 cm under ground at 3m centre to centre with cement concrete 1 :2:4. Net to be fixed with nut bolts with washer at three places and one 4 mm GI wire running through the net at top and bottom for stability and strength. (HSR 26.66.1)

Construction of Water Tank Approximate size 4.00 mtr. x 2.50 mtr. x 2.00 mtr. (capacity of 20000 Ltr.) 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. (HSR4.14.1)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level: 1:5:10 (1 cement : 5 fine sand : 10 graded stone cum aggregate 40 mm nominal size) (HSR 6.1.8)

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 cumstone aggregate 20 mm nominal size) (HSR 6.1.2)

Brick work with common burnt clay mod(HSR 7.20)Cement mortar 1:4 (1 cement: 4 coarse sand)(HSR 7.20.1)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR11.5.3)

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 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 cum graded stone aggregate 20 mm nominal size) (HSR 6.1.1)

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 below plinth level(HSR 6.33)Cold twisted bars(HSR 6.33.3)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5 mm nominal size). (HSR 6.8)

Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimetre per square metre, including preparation of surface but excluding grading complete with : 28.1.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : (HSR 28.1.)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and sqm(HSR 6.30.3)

Installation of Submersible Tubewell with 5 HP Motor at site. Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. (HSR 33.6.1.1) IN ALL TYPE OF SOIL 300 MM DIA

Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (HSR 33.8) 150 mm nominal size dia (HSR 33.8.2)

Supplying, fixing and lowering reducing socket as per IS:226/1975 as amended up to date 277.10mm outer dia, x 219.10mm outer dia with 8 threads per inch or 25.40mm to be made out of M.S. plate with internal threads, suitable for jointing 277.10mmouter dia pipe and outer dia pipe and 219.10 mm outer dia ERW pipe as per item said above. (HSR 20.97)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 40 mm dia nominal bore (HSR 22.88.5)

Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (HSR 33.15)

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: (HSR 33.16) 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. (HSR 33.17) 150 mm dia (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). (HSR 33.18) 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 yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time 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 and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete inall respect up to the entire satisfaction of Engineer- in-Charge. (HSR 24.5) Submersible Copper Cable 3 Core 4 sqmm (HSR 24.5.1.3)

Providing and fixing gun metal non- return valve of approved quality (screwed end) (HSR 22.99) 50 mm nominal bore (HSR 22.99.4) Horizontal (HSR 22.99.4.1)

Accessories etc.

Supply and lowering 5 HP ISI Mark Submesible motor with pump of Lubi/KSB/Crompton, etc.

Supply and fixing ISI mark panel board of 5 HP of BCH, Cuttler Hammer, L&T etc.with Lock and Key Lock and Key Steel Box.

Excavating trenches of required width for pipes, cables, etc,including excavation for sockets, depth up to 0.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m (HSR 4.19.1.1) Pipes, cables etc. not exceeding 80 metre mm dia(Derived) Rate

1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.1.2)

Providing & fixing of HDPE 63 mm with 6 kg. pressure pipe line in already dig up to trench brand like National/Havells etc. (NS)

Providing & fixing of 63 mm compression joint of self threading PVC/HDPE coupler. (N.S)

Providing & fixing of 63 mm self threading compression End cap of PVC/HDPE coupler. (N.S)

Providing & fixing of 63 mm self threading compression T of PVC/HDPE coupler. (N.S)

Providing & fixing of self threading shadle piece of 3/4'' with screw clamp of ISI make.(N.S)

Providing & fixing of ¾” GI Nipple of B-class of 4'' size.(N.S)

Providing & fixing of ¾” GI Nipple of B-class of 9'' size.(N.S)

Providing & fixing of ¾” GI Nipple of B-class of 12'' size.(N.S)

Providing & fixing of ¾” GI Nipple of B-class of 24'' size.(N.S)

Providing & fixing of ¾” GI elbow of unique/ISI Mark.(N.S)

Providing & fixing of ¾” GI Socket of unique/ISI Mark.(N.S)

Providing & fixing of ¾” Brass Ball Valve of Jolota/ISI Mark.(N.S)

Brijmohan Sharma Contractor