Cleaning and deepening of pond at Old Colony Jhanjra.

Based on analysis

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Banking excavated earth by mechanical I manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller, or wooden or steel rarnmers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, food banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120 cm girth upto and including 240 cm girth

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

Providing, transporting, hoisting and fxing above plinth level up to foor five level precast reinforced cement concrete in vertical & horizontal fns, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

Brick edging in full brick width and half brick depth includingexcavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5

Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge.

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Reinforced cement concrete work in beams, suspended foors, 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 foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).

supplying of three seater concrete ready made bench at site

Fencing with angle iron post placed at required distance embeddedin cement concrete blocks, every 15th post, last but one end postand corner post shall be strutted on both sides and end post on oneside only and provided with horizontal lines and two diagonalsinterwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earthwork and concrete work to be paid for separately). Payment to bemade per metre cost of total length of barbed wire used. With G.I. barbed wire

Supply at site of 7 Mtr Long Swan or swaged and welded steel pole with all accessories like light bracket, pole cap, base plate etc complete

Erection of single steel tubular pole of length as given with/without sole plate and cap etc. in CC |foundation (proportion and dimension indicated below) having 600x600x15Omm thick PCC(4:2:1) base block below sole plate// pole with hard metal.stone chips including CC(6:3:1) 0.3 mm dia and J0.3m above ground level including 3mm cemented finish and Gl earth pit after making drilled holes etc. on pole and carriage of pole.

Supply at the work site of LED street light 12OW, 220V, make: syska/ Crompton/ Philips/Havels, with pressure die cast housing with toughened glass and individual LEDS secondary optics and IP66 protection.

Supply at work site of 4Cx16 sqmm Al conductor, PVC armoured PVC sheathed 1.1kv grade power cable conforming to IS:1554/7098 (part1) with latest amendments.

Laying of one no. cable upto 35sqmm in ug trench 460mm wide x 760mm average depth with brick protection on top of the cable with 8nos. Of brick per mt. including filling the space between the brick and cable and also the trench with shifted soil, levelling up and restoring surface duly rammed.

Supply & installation on a suitable masonry plinth of street light control kiosk of size 900mmx750mmx450mm made of 14SWG MS sheet and comnprising the following: i) One set 63A(15kA) FP 4 pole MCCB. ii) One set suitable digital timer with 110A capacity 4 pole power contactor iii) One no. of toggle switch and one no. 2A capacity fuse. iv) suitable neutral bar etc)

Supply & fixing of outdoor type dust and vermin proof 3ph pole box on the pole with necessary items and connections. The box is made up of 2 mm thick CRCA sheet painted with powder coated paint through seven tank process

Earthing with 50mm dia Gl pipe 3.64mm thick x 3.04m long and 1x4 SWG GI wire 4m long, 13mm dia x 80mm long GI bolts, double nuts, double washer inc. and 15mm dia Gl pipe protection 1m iong to be filled with bitumen partly under the ground level and partly above ground levei driven to an average depth of 3.65m below the ground level as below; by ISI medium Gl pipe.

Excavation of soil for installation of earth electrode & filling & ramming for soft soil.

Supply & fixing compression type gland complete with brass gland, brass ring and rubber ring for dust and moisture proof entry of PVC armoured cable as below: 4core 16sq.mm

Supply at the work site 1100V grade 1.5sqmm FR PVC insulated single core unsheathed multi strand copper cable from pole box to light fitting

Drawl of 110OV grade 1.5sq.mmFR PVC insulated single core cable from pole box to light fitting.

Painting of steel tubular pole of lengths and no. of coats paint as given below with ready mixed paint/primer of approved make and brand including after preparation of surface by sand paper/ emery paper, cleaning etc. for receiving fresh coat of paint upto 7m long pole, twO coat aluminium paint over tone core of RO priming.

Total impact of GST for the purpose of CTC