SINKING AND INSTALLATION OF ONE NO Alt DEEP TUBEWELL AT VILLAGE MANAKPUR SHARIEF OF SIALBA MAJRI BLOCK IN DISTRICT SAS NAGAR Under 72 no Alt Deep Tubewells NABARD Project Package 1

Amount

A) Drilling, Development, Over Development of Works etc.

Drilling of 600mm dia bore with reverse rotary rig in all kinds of soil including the cost of consumable stores,fuel oil and transportation of rig to the site Complete in all respect

(a) From 0 to 150 Meter.

(b) From 150 meter and above.

Supplying,lowering of M.S. pipe as per IS :4270:2001 including M.S. socket having dimensions as per IS code duly welded with M.S. electrode to have extra strength to lower pipe into tubewell bore.

(i) 300mm nominal diameter (weight 62.3 kg per metre) 8.00 mm thickness

(ii) 200mm nominal diameter ( weight 41.6 kg per metre) 8.00 mm thickness

Supplying, fixing and lowering of stainless steel cage type wire wound screen as per IS 8110-2000 or latest with ISI Marked duly welded with suitable grade SS welding electrode to lower the strainer into tube well bore 200mm dia Stainless Steel 8mm thick Strainer

Supplying, Fixing and lowering of Stainless Steel Socket as per IS 8110-2000 or latest ISI marked duly welded with suitable grade SS welding electrode. to lower the strainer into tubewell bore. 200 mm internal diameter

Supplying, Lowering & fixing of M.S. Special Socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect. 200 mm internal diameter

Supplying and fixing of bail plug of MS pipe complete with invertor U-Block attached to the bottom plug complete in all respect. 200mm internal diameter (weight 41.6 kg per metre )8.00mm thick.

Providing and fixing M.S. Taper/Reducer made out of 6mm thick sheet complete in all respect. M.S. Reducer 300 x 200mm dia.

Supplying and fixing Mild Steel Centering guides madeout of 32mm X 6mm thick M.S. bar complete in all respect. Center guide 300 x 200mm dia.

Supplying and fixing of well cap having thread to fix on housing pipe complete in all respect. Top well cap 300mm dia.

Supplying and fixing of M.S. Clamp of size 300mm X 12mm made out of MS flat 1.52m long, suitable to fit housing pipe including the cost of nut and bolt of suitable size complete in all respect. M.S. Clamp 300mm dia.

Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample collected from the bore.

Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore and packing of gravel. Depth of temporary bore upto 90 mtr

Supply at quarry site of gravel of 1/16” to 1/8” including pouring and packing in the annular space between the pipes assembly and the bore. The gravel should be free from , dust , dirt, or the vegetable manner as per IS :4097/1967 with latest amendments (to be paid as per actual length of pipe). For proper approved size from Zirakpur/Ghagger quarry to site of work.

Making electric logging of bore hole with electronic well logger including cost of equipment at site etc. complete in all respect.

DEVELOPMENT AND OVER DEVELOPMENT CHARGES.

(a) Development and stabilizing of the t/well with Air Compressor of required capacity as directed by engineer-in charge including cost of tools, appliances and consumable to the satisfaction of engineer-in-charge. Capacity of air compressor 300 cfm at 250 PSI

(b) Development and stabilizing of the tubewell with submersible pump of required capacity as directed by the Engineer- in – charge including the cost of tools , appliances and consumable to the satisfaction of engineer-in-charge.

B. Construction of Pump House, D-Tank, fencing of pump house area with barbed wire as per approved drawings and PWD specifications

Const of Pump House Size 10’ x 8’ and 11’ht. with 9” thick wall with 1:7 brick masonary cement sand mortar, RB slab 1:3,6” thick with brick plumbing, cement plaster 1:6, 12.5mm thick on walls, cement plaster 1:4, 12.5mm thickness on ceiling, cement pointing 1:3 deep variety out side the pump house, as per approved drawing.

Construction of D-Tank Construction of D-Tank as per approved drawing with brick masonary 1:5 in cement sand mortar in foundation and above plinth level, with cement plaster 1:3, 12.5mm thickness on walls in side, cement plaster 1:4, 12.5mm thick outside D-tank.

Const. of barbed wire Const. of barbed wire fencing around the pump house and D-Tank as per approved drawing

C. Laying of PVC Underground Pipe Line

Dag Belling double kassi stroke V-Shape minimum 10 cm depth.

Exacavation by mechanical means (JCB or Hydrulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming. Earth work excavation trimming and dressing of sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling, consolidation, watering, including the cost of dewatering of rain water,Diversion for traffic, nightsignals. Providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing etc.and removal of surplus soil outside/inside the town involving lead upto 15mtr. complete in all respect. In all classes of soil except rocky.

Providing, Laying, fixing and jointing of PVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification . 160 mm o/d pipe of 2.5 kgf./sqcm

Suppling, carriage and fixing PVC Bend size 160 mm Ф,4 kgf/sqcm, 1.5 mtr length of 90 degree

Suppling, carriage and fixing PVC Bend size 160 mm Ф, 4 kgf/sqcm, 1.5 mtr length of 45 degree

Suppling, carriage and fixing PVC Bend size 160 mm Ф, 4 kgf/sqcm, 1.5 mtr length of 30 degree

Suppling, carriage & fixing equal PVC Tee pressure 4 kgf/Cm², 160x160x160mm

Cost of One No. Riser (PVC pipe of 2.5 kgf/sqcm pressure and fitting of 4 kgf/sqcm) of 160mm dia as per approved drawing & Design unit each

Providing and Making outlet Khura (PVC pipe of 2.5 kgf/sqcm pressure and fitting of 4 kgf/sqcm) at riser point complete in all respect as per approved design/drawing.

Providing and fixing Pressure air release pipe (PVC pipe of 2.5 kgf/sqcm pressure and fitting of 4 kgf/sqcm) as per approved design/drawing.

Suppling & carriage of RCC spun pipe with rubber ring as per I.S:458-2003( pipe for road crossing)Class N.P.2. 250mm dia.

Suppling, carriage and fixing PVC coupler 160mm i/d ,4.0 kgf/cm²

Suppling, carriage and fixing PVC end cap 160mm I/D, 4.0 kgf/cm²

Const. of pipe stand with RCC 600 mm dia pipe complete in all respect as per drawing/design and PWD specification .

Making Grade Breaker as per design/drawing (PVC pipe of 2.5 kgf/sqcm pressure and fitting of 4 kgf/sqcm)and PWD specification( including the cost of Material, carriage & re-carriage at site of work).

Providing & fixing C.I/D.I flanged end , stem of SS (AIS 1410) & Bronze ( gunmetal) working parts sluice valves ISI maked 14846-2000 , including jointing. Testing & cost of Nut, bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge) .Class PN-1 as per ISI 150mm i/d Sluice Valves flanged and Const. of masonary sluice valve chamber excluding sluice valve cover as per Standard Design & Drawing of Public Health Dept. Size 0.9m x 0.9m.

D. Supplying, Fixing & Installation of Pumping set and Control Panel & Lowering Material etc.

Submersible pumping set of 50 H.P. ISI Marked

Three Core Submersible Flat Cable 16 sqmm. ISI Marked

Control panel complete 50 H.P.

MS pipe(heavy) (IS:1239/3589/4270), 100 mm i/d 5.40 mm thick.

Suppling and Fixing M.S. flange 4 “ dia , 5/8” thick , outer dia. 190 mm with 4 no. holes and 2 no. cuts

M.S. nut & bolt of all sorts

M.S. Lead clamp of 100 mm dia size 3mmx20mm

M.S. bend 4”,90 degree , 5 mm thickness, leg length 40 cm ,flange thickness 15 mm , 6 no. holes

Providing & fixing C.I/D.I flanged end , stem of SS (AIS 1410) & Bronze ( gunmetal) working parts sluice valves ISI maked 14846-2000 , including jointing, Testing & cost of Nut, bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge) .Class PN-1 as per ISI 100 mm i/d Sluice Valves flanged.

PVC copper wire 19/16 ISI marked

Provision for solder thimble, flexible pipe , copper earth plate, G.I. pipe 1" dia, G.I. wire, internal electrification & Double earthing,Kit kat, P.V.C. Copper wire 7/22 ISI Marked (with cost of material & labour)

Labour for lowering of pumping set including Rubber Jain and making M.S. Jal around pumping set.

M/S Rakesh Kumar Govt. Contractor Dhuri