1 CO Ring Well at various Location 2 CO Bore Well at Govt upper Primary School demsite Last 3 CO Water Tank at Govt Hr Sec School Polo Colony under ward no 15

Amount

Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Providing and fixing of RRC Ring in step wise below the level of water strate etc and above the platform hight of the Ring well .

Cement mortar 1 : 3 (1 cement : 3 fine sand)

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work)a) 15 mm nominal bore

Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore

Supply of Syntex 1000 ltrs

Supply & installation of Water pump 1.5 HP

Boring/drilling bore well of 150 mmdia for dia for tube well by suitable method, including Machine drilling mounted on trucks in all strata, including hire & running charges of all equipment's, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge complete as per direction of Engineer-in-charge.rate shall be including material , labour, lead , lift , transportation, GST , all taxes etc complete. Actual depth of bore shall be measured for payments.

Supplying, assembling, lowering and fixing in vertical position in bore well, Ms medium well casing (CM) pipe of 200mm dia, including required hire and labour charges, fittings & accessories etc. all complete as per direction of Engineer -in-charge. rate shall be including material , labour, lead , lift , transportation , GST , all taxes etc complete. Nothing extra shall be paid separately. Actual depth of bore shall be measured for payments.

Supply of submersible pump of approved make TEXMO/CRI/ KIRLOSKAR/CROMPTON/KSB any type of model ,as per specification.a) Submersible pump 2 HP

Taking "yield test" of newly drilled Bore well with help of 90'' ''V'' notch method or other suitable method with all required equipments and labours etc complete .

Supplying ,fitting and installing PVC 50mm nominal bore

Supply of Submersible star -delta stater Panel premium

Supply of 3 cores flat 4mm 2 copper cable

Supply ,fiiting and installing the following accessories of approved makes including cost of all materials,labour tools and tackles etc complete.a) 2'' dia carbon steel glove valve KSB/VENUS Make

b)2'' dia Carbon -steel golve Non return valve KSB/VENUS Make

C) MS Clam to hold 2'' pvc Pipe

d)Pressure Gauge 20kg/cm2

e) PVC Nipple 2" dia

f) PVC Reducer 4"x2"/4"x2" dia

g) PVC bend 2"

h) Bore well cover for 8" dia bore well

i) 1/2'' dia PVC Rope

J)Toflon tape

k) M-seal

l) Water proof joint kit for cable joint

Supply , Installtion , Testing and commissioning of Control panel with dry cable for Run&SPP protection for borewell pump , 3 phase 2 HP all complete as per direction of Engineer-in-charge. Suitable for Approved Makes : Kirloskar / CG / Deccan / Laxmi. Quoted rate shall be including material , labour, lead , lift , transportation , GST , all taxes etc complete

Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.

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 lift upto 1.5 m.

Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Centring and shuttering including strutting, propping etc and removal of formwork for :b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in ::a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates,stringers, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS / HTS shop or site bolts, nuts & washers,holding down bolts and nuts etc., trial assembling at workshop, onepriming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc complete as per specification and as directed by the Engineer in charge (Carriage cost from fabricator workshop to actual bridge site will be paid separately).

Taking delivery of fabricated steel work from stacks at site as necessary, assembling and erection at site as necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in asll respect including transportation and handling supply of all fasteners. Painting of all exposed surfaces of steel work after erection with one coat of red lead conforming to IS-102 and two coats Aluminium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer in charge

a) Providing and fixing bolts above 300 mm in length including nuts and washers complete b) M20 NUT,grade 8.8,DIN 931, High tensile Hexagon head bolt

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.a) Concealed work, including cutting chases and making good the walls etc.i) 15 mm nominal outer dia Pipes

Supply and stallation of 2hp submersible pumps

Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.

M/s P. N Enterprise

M/s T N Enterprise