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

Amount

Supply at site Glyphosate 41% SL in liter packing (NS).

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)

Supply and planting ground cover plants 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 saplings at 23cm distance from plant to plant and row to row, minimum 19 no. plants per sqm(HSR 26.26)(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)

Supplying decorative plant in 30 cm cement pots for outdoor display at site of work with fresh foliage of 60cm-75 cm in height' 3-4 stems per pot, full of leaves, suitable for earthen pots / plastic pots size 30cm dia and 30cm deep(average size) and displaying including the cost of material ( garden soil, coco peat, FYM in2:1 :1 proportion), with ,PVC plate. complete in all respects(HSR 26.48) (Labour Work only)

Providing Circular /square Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1 :2:4 (1 cement : 2 coarse sand:4 graded stone aggregate 6 mm nominal size), including required from work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-Charge. Filling 213rd volume with mixture of good earth and screened manure in the ratio 2:1. (HSR 26.39) Cement pots size 35 cm x35 cm (HSR 26.39.2)

Cement pots size 60 cm x60 cm (HSR 26.39.5)

(Installation of HDPE Pipe Line) Excavating trenches of required width for pipes, cables, etc,including excavation for sockets, depth up to 1.5 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

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. (HSR EL 229)

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)

(Construction of Store Room) 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 (H.S.R. 4.14). All kinds of soil. (H.S.R. 4.14.1)

Cement concrete 1 : 8 : 16 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR 10.100.2)

Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (HSR 10.16)

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 (HSR 6.1) 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.1.2)

Brick work with common burnt clay modular bricks of class designation (10.5) in foundation and plinth in: (HSR 7.20) Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.20.1)

15 mm cement plaster on the rough side of single or half brick wall of mix (HSR 11.6) 1:6 (1 cement: 6 fine sand) (HSR 11.6.2)

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) Mild steel and Medium Tensile steel bars (HSR 6.33.1)

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)

Cement Concrete 1 :8:16 Flooring(H.S.R. 10.100) Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum foundation and plinth. (H.S.R. 10.100.2)

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)quantity a per taken item no. 6 above i.e. 1.73 cum@110kg per cum =190kg

12 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded (HSR 6.11) Vertical (HSR 6.11.1)

Horizontal (HSR 6.11.2)

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.) Quantity taken As per item no. 8 above i.e. 18SQm

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

(Construction of Green House Structure at PWD Rest House at Siwani) Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zinc chromate primer of approved quality assembling and fixed in position complete in all respect. Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or ironwork. (N.S)

Supply and Fixing of Green House Cloth of 1st quality nylon Yarn with 80% shade effect on existing steel frame.

Supply and Fixing of interlocking GI Jali 10 Guage 2'x2' for top of the Green House structure.

The Gaur Co-Operative Multi Purpose Society Ltd.