Roof Top Rain Water Harvesting Project

Department of Soil & Water Conservation, Punjab

E-Tender No. DSWC/DSCO/ MAN/2026-27/03

NAME OF CONTRACTOR WITH ADDRESS

Total Estimated Amount of Work (Rs) 931729.78

Quoted by Contractor as %age less of total estimated amount Less (%age) 0 Amount Quoted (Rs)

DETAIL OF WORK -1

Name of Work: Roof Top Rain Water Harvesting Project, SDKL DAV. CENT.Senior Secondary Public School,Mansa

Sr. No. Item of Work Quantity Unit Rate in (Rupees) Figure Premium ( as per aic slips 5) C.S.R Rate with premium Rate (In Words) Total in Rupees

A 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. All types of Soils 300 mm dia.for two borewells for 30 meter depth each. 30 Mts 468.53 0.9999

2 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. 6 Mts 1808.83 0.9999

3 upplying, 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 perforation done manually covered with mesh, as per direction of Engineer – incharge.: 200 mm nominal size dia. 24 Cum 1808.83 0.9999

Total Cost (A) (say)

B Cost of Excavation in Construction of Collection, Siltation and Filtration Tanks and conveyance system of pipes for collection and filtration of rain water for recharging

1 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. 28.62 Cum 182 0.0535 Seven thousand five Hundred thirty four Rupees eighty paise only

2 Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street /Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. 3.6 Cum 182 0.0535 one thousand one hundred ninety five rupees ten paise only

Total Cost (B) (say)

C Providing, Laying , fixing & jointing 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 specifications.

1 160mm o/d PVC pipe of 2.5 Kgf. /sq. cm ( Main Line) 20 R. Mts 408.57 0.6335

3 Supplying, fixing and jointing PVC pipe's specials (tee, bend, socket, reducers, clamps etc) complete as desired by Engineer-in Charge. For pipe lines laid inside habitation (5% Extra will be taken for the respective i/d of pipe. In item 2a and 2b))@5% of PVC Pipe

4 Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. 0 No 135

Total Cost (C) (say)

D Cost Of RWH and Houdis

1 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 2.13 Cum 3290 0.0535

2 Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 0.83 Cum 5101.5 0.0535

3 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth 5.17 Cum 5013 0.0535

First class burnt brick work laid in cement sand mortar 1:5 above foundation 4.31 Cum 5151 0.0535

4 12.5 mm thick cement plaster 1:4 43.64 sq. mts 189 0.0535

5 Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect (a) For single rebate. For cover door frames and filter media retaining frames 41.95 kg 89 0.0535

6 Cement rending ofn Plaster 1 mm thik 19.25 sq. mts 59 0.0535

7 Loading & unloading of soil & clearing of site Carriage by Manual 13.01 Cum 102.72 0.0535

8 RCC Cover Houdi 2 *2 0.23 cum 5153 0.0535

9 RCC Cover for collection haudi size 2.6 *2.6*2.15 mtr 0.393 cum 5153 0.0535

10 Gravel for Soakpit in Siltation Tank 1.5 Cum 1663 0.0535 Fourteen thousand nine hundred six rupees eighty paise only

11 Gravel for round the borewell 1.18 cum 1663 0.0535

12 Gravel for filter media 40 mm (2*1.37*1) 0.93 cum 1663 0.0535

TOTAL COST (D)(Say)

E Carriage( Sand, Bajri, Gravel, Gatka Etc)

13 Carriage Of Sand 4.41 Cum 493.92 0.0535

Carriage Of Sand 4.97 Cum 493.92 0.0535

TOTAL COST (D)(Say)

F Information board 3 * 3 Including painting complete in all respects 1 no 3000

Grand Total (A+B+C+D)

DETAIL OF WORK -2

NAME OF PROJECT:- Roof Top Rain Water Harvesting Project (PVC),Govt. Girls Sen. Sec. School, Vill-Sardulgarh, Teh-Sardulgarh-1 (Mansa)

Sr. No . Item of Work Quantity Unit Rate in (Rupees) Figure Premium(as per a/c slips5) C.S.R Rate with premium Rate(In Words) Total in Rupees

A Cost of Construction of Recharging Bore well (200mmPVCcasepipe)

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, up to 90 meter depth below ground level. 0.00 0 0.00 0

2 All types of Soils 300 mm dia for one bore wells for 32 meter depth each. 64 Mts 468.53 5.35% 493.6 Four hundred ninety three rupees sixty paisa only

3 Supplying, assembling, lowering and fixing in vertical position in bore well, un plasticized PVC medium well casing (CM) pipe and medium well screen(RMS)pipes with ribs of required dia, 0.00 0 0.00 0.00

4 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 – in charge.: 200 mm nominal size dia. 14 Mts 1808.83 5.35% 1905.6 One thousand nine hundred five rupees sixty paisa only 26678.4

5 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (CM) 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. or two borewells (perforation manually with polystyrene mesh coverage) 50.00 Mts 1808.83 5.35% 1905.6 One thousand nine hundred five rupees sixty paisa only 95280.00

6 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) 4.81 cum 1663 5.35% 1751.97 One thousand seven hundred fifty one rupees ninety seven paise only 8426.98

Total Cost(A)(say) 161976

B Cost of Excavation in Construction of Collection,Siltation and Filtration Tank sandc onveyance system of pipes for collection and filtration of rain water for recharging

1 Dismentling of Cement Concrete1:2:4for connecting storm pipe with main collection pipe (5 Storm Pipes) 0.21 Cum 1365.00 5.35% 1438.03 One thousand four hunderd Thirty Eight rupees and three paisa only 301.99

2 Earthwork in Foundation

3 Earth work in excavation of trenches for pvc pipes with manual labour 18.19 cum 182.00 5.35% 191.74 One hundred ninety one rupee seventy four paisa only 3487.75

4 Earth work in foundation for trench (Collection Chamber)with Hydraulic Excavator 28.80 cum 34 5.35% 35.82 Thirty five rupees eighty two paisa only 1031.62

5 Earthwork in foundation for trench (Siltation Chamber) with hydraulic excavator 15.84 cum 34 5.35% 35.82 Thirty five rupees eighty two paisa only 567.39

6 Earthwork in foundation for trench (Filtration Chamber)with hydraulic excavator 8.3 cum 34 5.35% 35.82 Thirty five rupees eighty two paisa only 297.31

7 Earthwork in foundation for Bore well connection with Filtration tank 0.3 cum 34 5.35% 35.82 Thirty five rupees eighty two paisa only 10.75

8 Providing, Laying, fixing & jointing of P.V.C.PipesasperISI-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 Specifications.

9 160 mm o/d PVC pipe of 2.5Kgf./ sq. cm ( Main Line) 53.43 R Mts 428.42 5.35% 451.34 Four Hundred fifty one rupees and thirty four paisa only 24114.95

10 200 mm o/d PVC pipe of 2.5Kgf./ sq. cm (collecting to Main Line) 97.70 R Mts 665.26 5.35% 700.85 Seven Hundres rupees Eighty Five paisa only 68473.08

11 PVC pipe o/d 110 mm (2.5kg/cm2) (For Connecting storm pipe with main line) 125.21 R.Mtr s 217.38 5.35% 229.01 Two hundred twenty nine rupees and one one paisa only 28671.8

12 Supplying, fixing and jointing PVC pipe's specials (tee, bend, socket, reducers, clamps etc) complete as desired by Engineer-in Charge. For pipe lines laid inside habitation (5% Extra will be taken for the respective i/d of pipe. In item 5a and 5b) 6063

13 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 3.09 cum 3290.00 5.35% 3466.02 Three thousand four hundred sixty six rupee two paisa only 10710

14 Cementconcrete1:2:4withstoneballast or shingle mixing by mechanical means using concrete mixer volumetric type 1.45 cum 4670.00 5.35% 4919.85 Four thousand nine hundred nineteen rupees eighty five paisa only 7133.78

15 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 20.18 cum 5109.00 5.35% 5382.33 Five thousands three hundred eighty two rupees thirty three only 108615.42

16 12.5mmthickcementplaster1:4 82.58 Sq.M TS 189.00 5.35% 199.11 One hundred ninety nine rupees eleven only 16442.5

Total Cost(B)(say) 275923

C RCC SLAB COVERING FILTRATION & SILITATION CHAMBER 1:2:4

1 CEMENT CONCRETE 1:2:4 FOR COLLECTION TANK SIZE 1.82 MTR. X1.82 MTR.(6’X6’) (For a Tanks) 1.57 cum 4558 5.35% 4801.85 Four Thousand Eight Hundred one rupees eighty five paisa only 7554.41

2 CEMENT CONCRETE 1:2:4 WITH STONE BALLAST FOR FILTRATION AND SILTATION TANK SIZE 1.82 MTR. X2.30 MTR.(6’X7'6") 1.9 cum 4558 5.35% 4801.85 Four Thousand Eight Hundred one rupees eighty five paisa only 9104.88

3 Steel 550D for rcc slab 277.6 kg 75.61 5.35% 79.65 Seventy nine Rupees sixty five paisa only 22110.84

4 Foot Rest 18 nos 209 5.35% 220.18 Two hundred twenty rupees eighteen paisa only 3963.28

5 providing and fixing 560mm dia rcc main hole cover medium duty 04 nos 1538 5.35% 1620.28 One thousand six hundred twenty rupees twenty eight paisa only 6481.12

TOTALCOST (C)(Say) 49214.53

Grand Total(A+B+C) 487114

D Sign Board(D) 3000

E Cost Of RW Hand Houdis

1 Excavation for Houdies 0.700 cum 182.00 One hundred eighty two only 127.40

2 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 0.064 cum 3664.00 Three thousand six hundred sixty four 234.50

3 Cementconcrete1:2:4withstoneballast or shingle mixing by mechanical means using concrete mixer volumetric type 0.007 cum 4670.00 Four thousand six hundred seventy only 32.69

4 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 0.221 cum 5109.00 Five thousand one hundred nine only 1129.09

5 12.5 mm thick cement plaster 1:4 2.214 sqm 189.00 One hundred eighty nine only 418.50

6 RCC CHAMBER Cover M20 GRADE 0.018 Cum 5908.00 Five thousand nine hundred eight only 106.34

7 Reinforcement12mmdiabar@150c/c weight of steel bars 0.043 Qtl 6426.00 Six thousand four hundred twenty two only 274.52

Total cost of one chamber 2323.38

Grand total of civil work of all chambers+5.35% 2447.28

No of Chambers(E) 4.00 Nos 2447 9788

Grand Total (A+B+C+D+E) 499901.91

DETAIL OF WORK -3

NAME OF PROJECT:- Roof Top Rain Water Harvesting Project (PVC),Govt. Primary School, Vill-karandi, Teh-Sardulgarh-1 (Mansa)

Sr. No . Item of Work Quantity Unit Rate in (Rupees) Figure Premiu m(as per a/c slips5) C.S.R Rate with premium Rate(In Words) Total in Rupees

A Cost of Construction of Recharging Bore well (200mm PVC 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, up to 90 meter depth below ground level. 0 0 0 0

a All types of Soils 300 mm dia for one bore wells for 32 meter depth each. 32 Mts 468.53 0.0535 493.6 Four hundred ninety three rupees sixty paisa only

2 Supplying, assembling, lowering and fixing in vertical position in bore well, un plasticized PVC medium well casing (CM) pipe and medium well screen(RMS)pipes with ribs of required dia, 0 0 0 0

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 – in charge.: 200 mm nominal size dia. 7 Mts 1808.83 0.0535 1905.6 One thousand nine hundred five rupees sixty paisa only

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-c harge.:200mmnominal size dia. 25 Mts 1808.83 0.0535 1905.6 One thousand nine hundred five rupees sixty paisa only

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) 2.41 cum 1663 0.0535 1751.97 One thousand seven hundred fifty one rupees ninety seven only

Total Cost(A)(say)

B Cost of Excavation in Construction of Collection,Siltation and Filtration Tank sandc onveyance system of pipes for collection and filtration of rain water for recharging

1 Dismentling of Cement Concrete1:2:4for connecting storm pipe with main collection pipe (5 Storm Pipes) 0.15 Cum 1365 0.0535 1438.02 One thousand four hunderd Thirty Eight rupees and two paisa only

4 Earthwork in Foundation

a Earth work in excavation of trenches for pvc pipes with manual labour 3.22 cum 182 0.0535 191.74 One hundred ninety one rupee seventy four paisa only

b Earth work in foundation for trench (Collection Chamber)with Hydraulic Excavator 14.4 cum 34 0.0535 35.82 Thirty five rupees eighty two paisa only

c Earthwork in foundation for trench (Siltation Chamber) with hydraulic excavator 7.92 cum 34 0.0535 35.82 Thirty five rupees eighty two paisa only

d Earthwork in foundation for trench (Filtration Chamber)with hydraulic excavator 4.15 cum 34 0.0535 35.82 Thirty five rupees eighty two paisa only

e Earthwork in foundation for Bore well connection with Filtration tank 0.15 cum 34 0.0535 35.82 Thirty five rupees eighty two paisa only

5 Providing, Laying, fixing & jointing of P.V.C.PipesasperISI-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 Specifications.

a 160 mm o/d PVC pipe of 2.5Kgf./ sq. cm ( Main Line) 32.16 R Mts 428.42 0.0535 451.34 Four Hundred fifty one rupees and thirty four paisa only 14515.01

b PVC pipe o/d 110 mm (2.5kg/cm2) (For Connecting storm pipe with main line) 20 R.Mtr s 217.38 0.0535 229.01 Two hundred twenty nine rupees and one one paisa only 0.9

c Supplying, fixing and jointing PVC pipe's specials (tee, bend, socket, reducers, clamps etc) complete as desired by Engineer-in Charge. For pipe lines laid inside habitation (5% Extra will be taken for the respective i/d of pipe. In item 5a and 5b) 955

6 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 1.39 cum 3290 0.0535 3466.02 Three thousand four hundred sixty six rupee two paisa only 4817.75

7 Cementconcrete1:2:4withstoneballast or shingle mixing by mechanical means using concrete mixer volumetric type 1.45 cum 4670 0.0535 4919.85 Four thousand nine hundred nineteen rupees eighty five paisa only 7133.78

8 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 10.1 cum 5109 0.0535 5382.33 Five thousands three hundred eighty two rupees thirty three only 54361.53

9 12.5mmthickcementplaster1:4 41.29 Sq.M TS 189 0.0535 199.11 One hundred ninety nine rupees eleven only 8221.25

10 Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position ,finished with red lead non setting primer complete in all respect (a) For single rebate. For cover door frames and filter media retaining frames 176.16 kg 89 0.0535 93.76 Ninety three rupees seventy six paisa only 16516.76

11 Providing and fixing 14 gauge MS sheet doors with 40mm x 40mm x 6mm angle ironframewithdiagonalbraces3.15mm gusset plates including locking arrangement with handles etc. complete in respects for four cover doors(6ftx3ft each) 6.66 Sq.M TS 3900 0.0535 4108.65 Four thousand one hundred eight rupees sixty five paisa only 27363.61

12 Iron grated doors, including pintle hinges & arrangements for two open able filter media retaining doors (size 6 ft x 3ft each) suitable to retain gravel filter pack with1/16" to1/8" particle sizes 1.85 qtl 8980 0.0535 9460.43 Nine thousand four hundred sixty rupees fourty three only 17501.8

TOTALCOST (B)(Say) 157753

Grand Total(A+B) 238750

C Sign Board(C) 3000

D Cost Of RW Hand Houdis

1 Excavation for Houdies 0.64 cum 182 One hundred eighty two only 116.48

2 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 0.000 cum 3664 Three thousand six hundred sixty four 234.5

3 Cementconcrete1:2:4withstoneballast or shingle mixing by mechanical means using concrete mixer volumetric type 0.000 cum 4670 Four thousand six hundred seventy only 224.16

4 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 0.000 cum 5109 Five thousand one hundred nine only 955.38

5 12.5mmthickcementplaster1:4 0.000 sqm 189 One hundred eighty nine only 343.22

6 RCCCHAMBERCoverM20 GRADE 0.000 Cum 5908 Five thousand nine hundred eight only 189.06

7 Reinforcement12mmdiabar@150c/c weight of steel bars 0.000 Qtl 6426 Six thousand four hundred twenty two only 366.02

Total cost of one chamber 2429

Grand total of civil work of all chambers+5.35% 2558.95 Say 2559

No of Chambers(D) 1 Nos 2559 2559

Grand Total (A+B+C+D) 244309.00/-