project to improve waterlogged land through solar power mounted vertical drainage system in district fazilka

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

E-Tender No. DSWC/FER/2026-27/04

Name of the Firm/Bidder

Address of Firm/Bidder

Mobile No of Firm/Bidder Email ID of Firm

Name of work: Project to Improve Waterlogged Land Through Solar Power Mounted Vertical Drainage System, Village- Singhpura and Tahliwala Bodla, Tehsil & District Fazilka.

Total Estimated Amount of Works Rs. 28511190 Two Crore Eigty five Lakh eleven Thousand one hundred ninety Rupees only

Quoted by Contractor {- or + to estimated amount, in figure upto 2 dcimal point only} Quote (-/+) 0

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Item of Work Total Amount (INR)

in Words in Figure

Cost of Construction of Tubewell Thirty one lakh sixty five thousand four hundred &sixty six rupees only 3165466

Supply of PVC pipe with Accessories( Pipeline system complete ) Seventy four Lakh sixteen Thousand Three Hundred fifty rupees only 7416350

Laying, Jointing, Excavation of Trenches with backfilling of Pipeline system complete Eighteen Lakh twenty nine Thousand Six Hundred twenty four rupees only 1829624

Solar system in all respect One crore fifty four Lakh one hundred seventy Rupees Only 15400170

Dewatering for pipe Laying & instalation of Solar system etc.(to be paid as per actual run) (Net Qty) Three Lakh Fourty Four Thousand Seven Hundred Ninety Rupees Only 689580

Sign Boards (Lump Sum)2no. Ten thousand rupees 10000

Figure in words: Two Crore Eigty five Lacs eleven Thousand one hundred ninty Rupees only.

Only one of value is to be filled. More than one value shall be rejected.

Rate filled in any form shall be considered only in %age

Rate filled at any other place in the document shall not be considered.

No condition shall be accepted.

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Name of Project; Improve Waterlogged Land Through Solar Power Mounted Vertical Drainage System,

Project Site; Village- Singhpura, Tehsil & District Fazilka

Total cost of construction of Tubewell

Sr. No. Item Description Quantity Unit Rate Amount

1 Cost of Construction of New Tubewell 10 Nos.

Details of Charges (Through Rate)

Sr. No Particulars CSR item no. Total Qty Unit C.S.R. Rate Premium (as per a/c slips) Premium C.S.R. Rate Add Gst Diff (105.35%) Amount (Rs.)

A Cost of Construction of New Tubewell (200 mm uPVC case pipe)

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level.

a All types of Soils 300 mm dia.for borewells for 30 meter depth 28.91 (A) (a) Mts 468.53 0

2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe and medium well screen (RMS) pipes with ribs of required dia,

a Supplying,assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge: 200 mm nominal size dia. 28.92 (c) 6 Mts 1808.83 0

c Supplying,assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge: 200 mm nominal size dia. 28.93 (c) 19 Mts 2565.43 0

3 Supplying at site of gravel of 1/16" to1/8" sizes 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) (Net Qty) 28.88 Cum 1663 0

4 Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. 28.82 5 Hour 1631.62 0.11 1811.09

5 Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- (Overall size 4.0 sq.mm (56/0.3mm), (3Core) 34.09 (xiii) 25 mts 113 0.8

6 Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984- 1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. H.D.P.E pipe of 4 Kg. PE-80(90 mm o/d) 28.15 D(e) 20 mts 353.77 0

7 Supplying & Fixing of well cap having thread©200 mm I/D 28.80 (c ) 1 Nos. 738.23 0

8 Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc.complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. 28.31(b) 1 Nos. 4897.75 0

Grand Total (R. Off)

Project site tahliwala Bodla,Fazilka

Total cost of construction of Tubewell

Sr. No. Item Description Quantity Unit Rate Amount

1 Cost of Construction of New Tubewell 20 Nos.

Details of Charges (Through Rate)

Sr. No Particulars CSR item no. Total Qty Unit C.S.R. Rate Premium (as per a/c slips) Premium C.S.R. Rate Add Gst Diff (105.35%) Amount (Rs.)

A Cost of Construction of New Tubewell (200 mm uPVC case pipe)

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level.

a All types of Soils 300 mm dia.for borewells for 30 meter depth 28.91 (A) (a) 25 Mts 468.53 0

2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe and medium well screen (RMS) pipes with ribs of required dia,

a Supplying,assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge: 200 mm nominal size dia. 28.92 (c) 6 Mts 1808.83 0

c Supplying,assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge: 200 mm nominal size dia. 28.93 (c) 19 Mts 2565.43 0

3 Supplying at site of gravel of 1/16" to1/8" sizes 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) (Net Qty) 28.88 1.2 Cum 1663 0

4 Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. 28.82 5 Hour 1631.62 0.11 1811.09

5 Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- (Overall size 4.0 sq.mm (56/0.3mm), (3Core) 34.09 (xiii) 25 mts 113 0.8

6 Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984- 1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. H.D.P.E pipe of 4 Kg. PE-80(110 mm o/d) 28.15 D(e) 20 mts 353.79 0

7 Supplying & Fixing of well cap having thread©200 mm I/D 28.80 (c ) 1 Nos. 738.23 0

8 Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc.complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. 28.31(b) 1 Nos. 4897.75 0

Grand Total (R. Off) 105515.65

Total cost of construction of Tubewell 3165465.94

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Name of Project; Improve Waterlogged Land Through Solar Power Mounted Vertical Drainage System,

Project Site; Village- Singhpura, Tehsil & District Fazilka

MEASUREMENTS OF WORK

SR. NO. ITEM Unit NO L /D B H Qty.

Cost of Construction of Two Recharging Borewells (200 mm PVC case pipe)

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level.

a All types of Soils 300 mm dia.for mts 1 25

2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe and medium well screen (RMS) pipes with ribs of required dia,

a Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.:200 mm nominal size dia. for four borewells mts 1 6

b Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.: 200 mm nominal size dia. for four borewells mts 1 19

3 Supplying at site of gravel of 1/16" to1/8" sizes 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) (Net Qty)

a Volume of borewell (dia 300 mm)(=3.14xDxDxH/4) Cum 1 0.3 25

Less the volume of Case Pipe (o/d 200 mm) (=3.14xdxdxh/4) Cum -1 0.2 25

Net Qty for filling annular space in borewell Cum

Extra @ 20% for no-uniform drilling during boring Cum

Total Qty for filling annular space in borewell Cum

4 Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. Hrs 5

5 Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

a Overall size 4.0 sq.mm (56/0.3mm), 3Core mts 25 25

Project Tahliwala bodla

MEASUREMENTS OF WORK

SR. NO. ITEM Unit NO L /D B H Qty.

Cost of Construction of Two Recharging Borewells (200 mm PVC case pipe)

1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level.

a All types of Soils 300 mm dia.for mts 1 25

2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe and medium well screen (RMS) pipes with ribs of required dia,

a Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.:200 mm nominal size dia. for four borewells mts 1 6

b Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.: 200 mm nominal size dia. for four borewells mts 1 19

3 Supplying at site of gravel of 1/16" to1/8" sizes 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) (Net Qty)

a Volume of borewell (dia 300 mm)(=3.14xDxDxH/4) Cum 1 0.3 25

Less the volume of Case Pipe (o/d 200 mm) (=3.14xdxdxh/4) Cum -1 0.2 25

Net Qty for filling annular space in borewell Cum

Extra @ 20% for no-uniform drilling during boring Cum

Total Qty for filling annular space in borewell Cum

4 Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. Hrs 5

5 Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

a Overall size 4.0 sq.mm (56/0.3mm), 3Core mts 25 25

PROJECT SITE: VILLAGE SINGHPURA ,TEHSIL & DISTT: FAZILKA

PIPELINE SYSTEM

S.No. Item Description Quantity Unit Rate Amount

1 Supply of P.V.C 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

a 110 mm o/d pipe 4kgf/sqcm. 0 Mtr 172

a 140 mm o/d pipe 4kgf/sqcm. 1192 Mtr 233.01

b 160 mm o/d pipe 4kgf/sqcm. 290 Mtr 304

c 180 mm o/d pipe 4kgf/sqcm. 352 Mtr 383

d 200 mm o/d pipe 4kgf/sqcm. 480 Mtr 476.5

e 200 mm o/d pipe 4kgf/sqcm. 0 Mtr 897

e 225 mm o/d pipe 4kgf/sqcm. 0 Mtr 514.87

f 250 mm o/d pipe 4kgf/sqcm. 4582 Mtr 738.1

h 280 mm o/d pipe 4kgf/sqcm. 0 Mtr 1760

2 Supply UPVC any degree bend as per IS:7834 to the entire satisfaction of Engineer -in-charge

a for 140mm o/d pvc pipe 6kgf/sqcm. 3 pcs 885

b for 160mm o/d pvc pipe 6kgf/sqcm. 0 pcs 900

b for 200mm o/d pvc pipe 6kgf/sqcm. 0 pcs 1250

c for 225mm o/d pvc pipe 6kgf/sqcm. 0 pcs 1500

d for 250mm o/d pvc pipe 6kgf/sqcm. 5 pcs 2360

3 Supply UPVC Tee as per IS:7834 to the entire satisfaction of Engineer -in-charge

a for 140mm o/d pvc pipe 6kgf/sqcm. 2 pcs 944

b for 160mm o/d pvc pipe 6kgf/sqcm. 1 pcs 1121

c for 200mm o/d pvc pipe 6kgf/sqcm. 2 pcs 1593

d for 250mm o/d pvc pipe 6kgf/sqcm. 2 pcs 2419

NS:ITEM Reducer

90 mm to 140mm 5 pcs 318.6

110 mm to 160 mm 0 pcs 0

90 mm to 160 mm 1 pcs 354

90 mm to 250 mm 2 pcs 826

140 mm 160 mm 1 pcs 472

140 mm to 200 mm 1 pcs 767

140 mm to 250 mm 0 pcs 850

160 mm to 200 mm 1 pcs 1121

200 mm to 250 mm 2 pcs 1534

2 Deptt. Approved rate Providing,Laying,Fixing & jointing of Arv-cum-Vaccum Break valve with Service saddle/clamp 2'' Dia 10 No. 4720

Installation of pvc ARV for pvc pipeline ,including fixing heavy duty MS service saddle/clamp with suitable rubber/neoprene gasket,nuts and bolts,drilling of hole in pipeline with suitable drilling machine providing and fixing G.I riser pipe to service saddle(as per IS:1239) B-Class,of 3 mtr height ,fixing of pvc arv on G.I riser pipe including ,jointing, alignment ,tightening,testing prior to commissioning of pipeline complete in all respects per specifications.(Note: material rate of G.I pipes are included while material rates of service saddle and pvc ARV are not included

a For140 mm o/d pipe with ARV and GI pipe of 25 mm 3 No. 1600.8

b For160 mm o/d pipe with ARV and GI pipe of 50 mm 1 No. 2703.72

c For200 mm o/d pipe with ARV and GI pipe of 50 mm 1 No. 2736.53

d For180 mm o/d pipe with ARV and GI pipe of 50 mm 1 No. 2720.11

e For250mm o/d pipe with ARV and GI pipe of 50 mm 4 No. 2777.51

PROJECT SITE: VILLAGE TAHLI WALA BODLA ,TEHSIL & DISTT: FAZILKA

S.No. Item Description Quantity Unit Rate Amount

1 Supply of P.V.C 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

a 140 mm o/d pipe 4kgf/sqcm. 2288 Mtr 233.01

b 160 mm o/d pipe 4kgf/sqcm. 1413 Mtr 304

c 180 mm o/d pipe 4kgf/sqcm. 303 Mtr 383

d 200 mm o/d pipe 4kgf/sqcm. 848 Mtr 476.5

e 225 mm o/d pipe 4kgf/sqcm. 270 Mtr 607.55

f 250 mm o/d pipe 4kgf/sqcm. 1836 Mtr 738.1

2 Supply UPVC any degree bend as per IS:7834 to the entire satisfaction of Engineer -in-charge

a for 140mm o/d pvc pipe 6kgf/sqcm. 13 pcs 885

b for 160mm o/d pvc pipe 6kgf/sqcm. 6 pcs 1062

c for 250mm o/d pvc pipe 6kgf/sqcm. 6 pcs 2360

3 Supply UPVC Tee as per IS:7834 to the entire satisfaction of Engineer -in-charge

a for 140mm o/d pvc pipe 6kgf/sqcm. 1 pcs 944

b for 160mm o/d pvc pipe 6kgf/sqcm. 4 pcs 1121

c for 200mm o/d pvc pipe 6kgf/sqcm. 2 pcs 1593

d for 250mm o/d pvc pipe 6kgf/sqcm. 3 pcs 2419

NS:ITEM reducer

110mm to 140mm 7 pcs 1003

140 mm 160 mm 4 pcs 472

160 mm to 200 mm 1 pcs 1121

200 mm to 250 mm 2 pcs 1534

2 Deptt. Approved rate Providing,Laying,Fixing & jointing of Arv-cum-Vaccum Break valve with Service saddle/clamp 2'' Dia 20 No. 4720

Installation of pvc ARV for pvc pipeline ,including fixing heavy duty MS service saddle/clamp with suitable rubber/neoprene gasket,nuts and bolts,drilling of hole in pipeline with suitable drilling machine providing and fixing G.I riser pipe to service saddle(as per IS:1239) B-Class,of 3 mtr height ,fixing of pvc arv on G.I riser pipe including ,jointing, alignment ,tightening,testing prior to commissioning of pipeline complete in all respects per specifications.(Note: material rate of G.I pipes are included while material rates of service saddle and pvc ARV are not included

a For140 mm o/d pipe with ARV and GI pipe of 25 mm 9 No. 1600.8

b For160 mm o/d pipe with ARV and GI pipe of 50 mm 4 No. 2703.72

c For200 mm o/d pipe with ARV and GI pipe of 50 mm 3 No. 2736.53

d For225 mm o/d pipe with ARV and GI pipe of 50 mm 1 No. 2761.12

e For250mm o/d pipe with ARV and GI pipe of 50 mm 2 No. 2777.51

Total cost of Pipeline system 7416349.71

Labour Cost for pipeline system

To Improve Waterlogged Land Through Solar power Mounted Vertical Drainage System,vill.Singhpura

SR.NO ITEMS Quantity RATE Unit Amount

1 Laying ,fixing & jointing of uPvc pipes ( as per ISI marked with the prior approval of official-in-charge) along the Trenches and laying the same in Trenches and laying the same in Trenches to correct alignment and gradients,cutting ,jointing and testing complete as per specifications.

a 140 mm o/d PVC pipe 1192 28.75 Mtr

b 160 mm o/d PVC pipe 290 31.31 Mtr

c 180mm o/d PVC pipe 352 38.75 Mtr

d 200 mm o/d PVC pipe 480 46.12 Mtr

e 225 mm o/d PVC pipe 0 52.5 Mtr

f 250 mm o/d PVC pipe 4582 58.8 Mtr

2 Fixing U.P.V.C any degree bend as per IS:7834 Including jointing complete as per specifications and to the same satisfaction and to the entire satisfaction of Engineer -in-charge For 63 mm to 315 mm o/d pipe 8 46 Each

3 Cost 8 59 Each

4 Earth Work for excavation in Trenches for PVC pipeline Laying ,by Mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimesnsions and depth as shown on the drawings or as shall be required by Engineer-in-Charge including dressing to correct sections and dimesnsions according to templates and levels, dewatering of rain water etc. subsequent refilling,watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 mtr complete in all respects. 6634.8 93.78 CUM

To Improve Waterlogged Land Through Solar power Mounted Vertical Drainage System,vill.Tahliwala Bodla

SR.NO ITEMS Quantity RATE Unit Amount

1 Laying ,fixing & jointing of uPvc pipes ( as per ISI marked with the prior approval of official-in-charge) along the Trenches and laying the same in Trenches and laying the same in Trenches to correct alignment and gradients,cutting ,jointing and testing complete as per specifications.

a 140 mm o/d PVC pipe 2288 28.75 Mtr

b 160 mm o/d PVC pipe 1413 31.31 Mtr

c 180mm o/d PVC pipe 303 38.75 Mtr

d 200 mm o/d PVC pipe 848 46.12 Mtr

e 225 mm o/d PVC pipe 270 52.5 Mtr

f 250 mm o/d PVC pipe 1836 58.8 Mtr

2 Fixing U.P.V.C any degree bend as per IS:7834 Including jointing complete as per specifications and to the same satisfaction and to the entire satisfaction of Engineer -in-charge For 63 mm to 315 mm o/d pipe 39 46 Each

3 Fixing U.P.V.C Tee as per IS:7834 Including jointing complete as per specifications and to the same satisfaction and to the entire satisfaction of Engineer -in-charge For 63 mm to 315 mm o/d pipe 15 59 Each

4 Earth Work for excavation in Trenches for PVC pipeline Laying ,by Mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimesnsions and depth as shown on the drawings or as shall be required by Engineer-in-Charge including dressing to correct sections and dimesnsions according to templates and levels, dewatering of rain water etc. subsequent refilling,watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 mtr complete in all respects. 6103.02 93.78 CUM

Total Labour cost of Pipeline 1829624.69

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

NAME OF PROJECT : TO IMPORVE WATERLOGGED LAND THROUGH SOLAR POWER MOUNTED VERTICAL DRAINGAGE SYSTEM

PROJECT SITE: VILLAGE SINGH PURA TEHSIL & DISTT: FAZILKA

TOTAL COST OF SOLAR SYSTEM

S.No. Item Description Quantity Unit Rate Amount

1 Deptt Rate Supplying, assembling, lowering and fixing in vertical position in borewell 7.5 H.P. submersible motor (ISI marked) with minimum head of 20 mtrs with peak discharge of 8 LPS (ANNEXURE – IV of Indicative Technical Specifications of Deep/Shallow Solar well (submersible) Pumping Systems with D.C. Motor /PMSM/SRM.)complete in all respect to the satisfaction of Engineer incharge. 10 Nos. 399399

2 Deptt Rate Chain link mesh fencing 10 Nos.

COST OF SOLAR SYSTEM (ONE UNIT)

S.No. Item Description Quantity Unit Rate Amount

1 Deptt Rate Supplying, assembling, lowering and fixing in vertical position in borewell 7.5 H.P. submersible motor (ISI marked) with minimum head of 20 mtrs with peak discharge of 8 LPS (ANNEXURE – IV of Indicative Technical Specifications of Solar Deep/Shallow well (submersible) Pumping Systems with D.C. Motor /PMSM/SRM.)complete in all respect to the satisfaction of Engineer incharge. 1 Nos. 399399

2 Deptt approved Rate Chain link mesh fencing(18x9)Mtr. 54 Mtr. 2110

PROJECT SITE: VILLAGE TAHLI WALA BODLA TEHSIL & DISTT: FAZILKA

TOTAL COST OF SOLAR SYSTEM

S.No. Item Description Quantity Unit Rate Amount

1 Deptt Rate Supplying, assembling, lowering and fixing in vertical position in borewell 7.5 H.P. submersible motor (ISI marked) with minimum head of 20 mtrs with peak discharge of 12 LPS (ANNEXURE – IV of Indicative Technical Specifications of Deep/Shallow Solar well (submersible) Pumping Systems with D.C. Motor /PMSM/SRM.)complete in all respect to the satisfaction of Engineer incharge. 20 Nos. 399399

2 Deptt Rate Chain link mesh fencing 20 Nos.

COST OF SOLAR SYSTEM (ONE UNIT)

S.No. Item Description Quantity Unit Rate Amount

1 Deptt Rate Supplying, assembling, lowering and fixing in vertical position in borewell 7.5 H.P. submersible motor (ISI marked) with minimum head of 20 mtrs with peak discharge of 12 LPS (ANNEXURE – IV of Indicative Technical Specifications of Solar Deep/Shallow well (submersible) Pumping Systems with D.C. Motor /PMSM/SRM.)complete in all respect to the satisfaction of Engineer incharge. 1 Nos. 399399

2 Deptt approved Rate Chain link mesh fencing(18x9)Mtr. 54 Mtr. 2110

Total cost of Solar system 15400170

PROJECT SITE: VILLAGE Singhpura,TEHSIL & DISTT: FAZILKA

Dewatering Cost

Sr. Item CSR Ref. Unit Qty. Rate Add GST on work cont. as per A&C Revised Amt.

1 Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects(to be paid as per actual run) (Net Qty) 25.4 hr/HP 9000 36.37 0.0535 38.31

PROJECT SITE: VILLAGE TAHLIWALA BODLA ,TEH & DISTT: FAZILKA

Dewatering Cost

Sr. Item CSR Ref. Unit Qty. Rate Add GST on work cont. as per A&C Revised Amt.

1 Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects(to be paid as per actual run) (Net Qty) 25.4 hr/HP 9000 36.37 0.0535 38.31

Total cost of Dewatering 689580