Tandiyun Chimna Solar Pumping water supply scheme

Amount

Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.

Excavation in ordinary Rocks requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.

Providing and lay P.C.C. 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge

Providing and lay P.C.C. 1:2:4 with cement, local sand and 20mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge

R.R. stone masonry in 1:4 cement and local sand in foundation & plinth indlucing supply of all materials, labour, T&P etc. required for proper completion of work as per direction of site Engineer in charge

R.C.C. work in slabs with 20mm gauge gravel aggregates, coarse sand and cement in proportion 1:1.5:3 excluding supply of renforcing steel and its bending but including fixing in position with 24BWG gauge binding of materials, labour, T&P etc. required for proper completion of work.

Mild steel and iron work in plain work such as RCC work when not included in overall rates wrought to required shape as necessity including for proper completion of work including supply of all materials, steel and wastage.

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications and as per direction of site engineer incharge

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications and as per direction of site engineer incharge

20 mm thick plaster in proportion of 1:4with cement and sand on stone masonary wall including supply of all materials, labour, T&P etc required for proper.

Supply and filling graded pebbles of 25 to 50 mm guage

Supply and lay 150mm dia perforated gi (m) pipe having 10mm dia holes 25mm aparts ms strainer at a gradient of 1into 50

Supply and lay the 50mm dia pipe at gadhera for bye pass arrangement.

Supply and fix 50mm dia g.i. cap and socket over by

Supply and lay boulder pitching.

30*30 cm size C.I. grating having 25*25 mm holes.

Supply and fixing of C.I. Foot steps in both the chambers.

Supply and fixing of C.I. Foot M.S. sheet right angular 'V' notch.

Provision for supply and fixing of washout and overflow pipes.

Construction of SCC cum roughening filter cum screening chamber nearby source work including supply of all materials,labour, T&P etc. complete as per direction of site engineer in-charge

Supply, laying and jointing following ERW pipes, including lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & welding of pipe for making up length as required for proper completion of works.

40 mm dia and 2.90 mm thick

Supply, cartage, lowering them in to the trenches, laying true to alignment and gradient, jointing and fixing with pipe line including cutting and threading making up lengths as required for proper completion of work with the following fittings including cartage of materials, labours, T&P etc complete.

High head cast iron air valves 15mm (T.P.-10 kg/Sqcm)

Scour / Sluice valves (PN-1.6) as per I S 778/2000 40mm Dia

Non return valve (PN-1.6) (T.P.-10 kg/Sqcm) 40mm Dia

Supply of all materials, labours, T&P etc and construct Non return /scour / sluice / air valve chamber as per type design complete as per direction of site engineer in-charge.

Supply of following dia GI (M) class pipes including cartage, laying & jointing, cutting, threading, testing etc complete in trenches under ground with specials and fittings as per direction site Engineer- in -charge.

15mm dia

20mmdia

25mmdia

40mm dia

50mm dia

65mm dia

Excavation of earth work in in pipe line in following strata lift upto 1.5M.Lead upto 30M. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adjuscent of 60m.

Soil mixed with bajri and boulder

Soft rock

Supply,cartage of following sizes of G.M. Gate valves upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect

20mm dia

40mm dia

50mm dia

65mm dia

Supply of all materials, labour and T&P etc. and construct Gate valve chambers 45cm x 45cm size as per type design complete and as per direction of site Engineer in charge

Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .

Making ferrule connection in the existing main of G.I. or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.

Providing and fixing brass bib cock of approved quality

Providing brass ferrule of approved quality

Installing MS Iron board(4x3 Feet) including painting and letter writing at site

MPS- Solar Submarsible AC pump set to deliver 25000 LPD discharge at 150 Mtrs. Head, suitable HP, 230 VAC, 50 Hz, 3 phase with 3 mtrs cable and Controller complete all respect. ( one set as spare)

Solar pump controller panel ( VFD cum starter) Dual power (Both AC/DC) Suitable for above submarsible pump set as per site requirement. (One no. as spare)

GSM sim based mobile phone operating divice

Float switch with control wire. ( for tank empty and full)

Supply of solar DC wire 6 sq. mm X 1 core, copper conductor, PVC insulated.

Jointing material and other fittings

Supply of Submasible cable 10 sq. mm X 3core, copper conductor, PVC insulated

Solar photo voltic poly crystalline solar module/PV Panel array ( 7500 W) 335 watt each as per site requirement.

Hot deep galvanized steel Structure of adequate strength and appropriate design, which can withstand load of modules and high wind velocities up to 200 km per hour and height of the panels from ground level minimum 3 meter.

Construction of CC foundation / base for mounting structure with all consumable material ie. Cement, concret, sand, iron bar etc.

Fencing of SPV Panels etc.

Lightning arrestor with pole, copper strip, copper plate earthing complete in all respect.

Copper earthing of all PV modules mounting structures including copper strip, copper plate earthing complete in all respect.

Pipe fitting with 50 mm dia size GI pipe, Gate valve, Reflex valve, GI union, elbow, nipple, Tee etc complete as required at site.

IPS- Solar Submarsible AC pump set to deliver 25000 LPD discharge at 180 Mtrs. Head, suitable HP, 230 VAC, 50 Hz, 3 phase with 3 mtrs cable and Controller complete all respect. ( one set for spare)

Solar pump controller panel ( VFD cum starter) Dual power (Both AC/DC) Suitable for above submarsible pump set as per site requirement. (One no. as spare)

GSM sim based mobile phone operating divice

Float switch with control wire. ( for tank empty and full)

Supply of solar DC wire 6 sq. mm X 1 core, copper conductor, PVC insulated.

Jointing material and other fittings

Supply of Submasible cable 10 sq. mm X 3core, copper conductor, PVC insulated

Solar photo voltic poly crystalline solar module/PV Panel array ( 7500 W) 335 watt each as per site requirement.

Hot deep galvanized steel Structure of adequate strength and appropriate design, which can withstand load of modules and high wind velocities up to 200 km per hour and height of the panels from ground level minimum 3 meter.

Construction of CC foundation / base for mounting structure with all consumable material ie. Cement, concret, sand, iron bar etc.

Fencing of SPV Panels etc.

Lightning arrestor with pole, copper strip, copper plate earthing complete in all respect.

Copper earthing of all PV modules mounting structures including copper strip, copper plate earthing complete in all respect.

Pipe fitting with 50 mm dia size GI pipe, Gate valve, Reflex valve, GI union, elbow, nipple, Tee etc complete as required at site.

Installation,testing & commissioning of all above supplied Items (mps & ips)

Watch and ward of this solar pumping scheme for 12 months during stabilization (mps & ips)

Strides Height LLP