Crate Wire Structure, Retaining Wall, Rooftop Rainwater Harvesting, Water Recharging Structures

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Tender No. DSWC/HSP/2026-2027/02

Construction of Stone Masonry Water Recharging, Retaining wall and Crate Wire Structures at Vill. Manhota, Patti Sansarpur, Hardoneknama, Koi, Odhra, Raghowal, Banial, Dhadder and Thakker Construction of Rooftop rainwater recharging structures at vill Bija Bhatoli and Jalota under sub division Dasuya, Construction of Stone Masonry Water Recharging and Crate Wire Structures at Vill. Nikku Chak, Ghagwal and Labbar under sub division Talwara

RATES FOR CIVIL WORK( Approved by CCS PUNJAB Chandigarh)

Name & Address of Firm/ Bidder

Total Estimated Cost 9439900

Quoted by Contractor (as %age less of estimated Amount) Less (-%) Amount Quoted

1. Stone Masonry Water Recharging Structure

Village Manhota Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 346 dated 24/04/2026 Amount = 5,07,000/- o/o COS, SAS Nagar

1.1 Stone Masonry Water Recharging structure

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation in gravel mix soil 44.11 Per Cum 38.98

2 Cement concerete 1:2:4 wall 2.63 Per Cum 0.99_

3 Laying of stone aggregate in foundation beds in 1:8:16 7.47 Per Cum 3433.36

4 Squared Rubbled Stone Masonary 1:5 Below Ground Level 30.33 Per Cum 5602.51

5 Squared Rubbled Stone Masonary 1:5 below plinth level 18.91 Per Cum 5602.51

6 Squared Rubbled Stone Masonary 1:5 above plinth level 26.57 Per Cum 6089.23

7 Plaster work 1:4 12.5 mm thick 57.14 Per Sqm 213.54

8 Filling of stones into wire crates hand pack 5 Per Cum 1458.04

9 Weaving of wire crates in size 15x15cm 23 Per Sqm 197

10 Spreading of wire crates 23 Per Sqm 73.75

11 Display Board (6'X4' in size complete in all respect) 1 no. 3000

TOTAL (A) SAY = 507000

2. Stone Masonry Water Recharging Structure

Village Patti Sansarpur Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 530 dated 04/05/2026 Amount = 5,91,900/- o/o COS, SAS Nagar

2.1 Stone Masonry Water Recharging structure

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation in gravel mix soil 42.29 Per Cum 38.98

2 Cement concerete 1:2:4 wall 2.15 Per Cum 0.99_

3 Laying of stone aggregate in foundation beds in 1:8:16 6.5 Per Cum 3433.36

4 Squared Rubbled Stone Masonary 1:5 Below Ground Level 29.86 Per Cum 5602.51

5 Squared Rubbled Stone Masonary 1:5 below plinth level 23.64 Per Cum 5602.51

6 Squared Rubbled Stone Masonary 1:5 above plinth level 37.3 Per Cum 6089.23

7 Plaster work 1:4 12.5 mm thick 65.4 Per Sqm 213.54

8 Filling of stones into wire crates hand pack as per PWD specifications 5 Per Cum 1458.04

9 Weaving of wire crates in size 15x15cm as per PWD specifications 22 Per Sqm 197

10 Spreading of wire crates as per PWD specifications 22 Per Sqm 73.75

11 Display Board (6'X4' in size complete in all respect) 1 no. 3000

TOTAL (B) SAY = 591900

3. Stone Masonry Water Recharging Structure

Village Hardoneknama Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 660 dated 08/05/2026 Amount = 6,35,300/- o/o COS, SAS Nagar

3.1 Stone Masonry Water Recharging structure

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation in gravel mix soil 50.5 Per Cum 38.98

2 Cement concerete 1:2:4 wall 2.61 Per Cum 0.99_

3 Laying of stone aggregate in foundation beds in 1:8:16 7.8 Per Cum 3433.36

4 Squared Rubbled Stone Masonary 1:5 Below Ground Level 35.46 Per Cum 5602.51

5 Squared Rubbled Stone Masonary 1:5 below plinth level 24.7 Per Cum 5602.51

6 Squared Rubbled Stone Masonary 1:5 above plinth level 36.6 Per Cum 6089.23

7 Plaster work 1:4 12.5 mm thick 68.6 Per Sqm 213.54

8 Filling of stones into wire crates hand pack as per PWD specifications 6 Per Cum 1458.04

9 Weaving of wire crates in size 15x15cm as per PWD specifications 26 Per Sqm 197

10 Spreading of wire crates as per PWD specifications 26 Per Sqm 73.75

11 Display Board (6'X4' in size complete in all respect) 1 no. 3000

TOTAL (C) SAY = 635300

4. Crate Wire Structure

Village Koi Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 28 dated 02/04/2026 Amount = 7,23,200/- o/o COS, SAS Nagar

4.1 Crate Wire structure

Sr. No. Particulars Qty unit Rate Amount

1 E/w excavation 180 Per Cum 38.98

2 Weaving of wire mesh 15x15cm as per PWD specifications 1030 Per Sqm 197

3 Spreading of wire mesh 15x15cm as per PWD specifications 1030 Per Sqm 73.74

4 Filling of stones into wire crates hand pack 300 Per Cum 1458

TOTAL (D) SAY = 723200

5. Stone Masonry Retaining wall for pond protection

Village Odhra Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 1077 dated 17/06/2025 Amount = 5,89,600/- o/o COS, SAS Nagar

5.1 Material Charges

Sr. No. Particulars Qty unit Rate Amount

1 Boulder 18-40 kg 123.55 Cum 970.34

3 Gatka 9.36 Cum 1114.62

4 Bajri 1.4 cum 842.24

5 Cement 220 bags 299.99

5.2 Labour Charges

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation of structure 65.52 Per Cum 35.82

2 Laying of stone aggregate in foundation beds in 1:8:16 9.36 Per Cum 1386.41

3 Cement concerete 1:2:4 on top of wall 1.56 Per Cum 1386.41

4 Squared Rubbled Stone Masonary 1:5 Below Ground Level 56.16 Per Cum 2726.46

5 Squared Rubbled Stone Masonary 1:5 Above Ground Level 56.16 Per Cum 3168.93

TOTAL (E) SAY = 589600

6. Crate Wire Structure

Village Raghowal Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 3922 dated 03/02/2026 Amount = 5,81,800/- o/o COS, SAS Nagar

6.1 Crate Wire structure

Sr. No. Particulars Qty unit Rate Amount

1 E/w excavation 132 Per Cum 35.82

2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 842.75 Per Sqm 191.74

3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 842.75 Per Sqm 67.43

4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 251.25 Per Cum 1427.49

TOTAL (F) SAY = 581800

7. Stone Masonry Retaining wall for pond protection

Village Banial Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 3969 dated 06/02/2026 Amount = 7,41,800/- o/o COS, SAS Nagar

7.1 Stone Masonry Retaining wall

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation of structure 67.2 Per Cum 35.82

2 Laying of stone aggregate in foundation beds in 1:8:16 11.2 Per Cum 3176.3

3 Cement concerete 1:2:4 1.2 Per Cum 4801.83

4 Squared Rubbled Stone Masonary 1:5 128 Per Cum 5329.65

5 Inner Side Plaster 1:4 12.5 mm thick 80 Per Sqm 199.11

TOTAL (G) SAY = 741800

8. Stone Masonry Retaining wall for pond protection

Village Dhaddar Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 3971 dated 06/02/2026 Amount = 5,93,400/- o/o COS, SAS Nagar

8.1 Stone Masonry Retaining wall

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation of structure 53.76 Per Cum 35.82

2 Laying of stone aggregate in foundation beds in 1:8:16 0.00_ Per Cum 3176.3

3 Cement concerete 1:2:4 0.96 Per Cum 4801.83

4 Squared Rubbled Stone Masonary 1:5 102.4 Per Cum 5329.65

5 Inner Side Plaster 1:4 12.5 mm thick 64 Per Sqm 199.11

TOTAL (H) SAY = 593400

9. Stone Masonry Retaining wall for pond protection

Village Thakker Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 3973 dated 06/02/2026 Amount = 6,49,100/- o/o COS, SAS Nagar

9.1 Stone Masonry Retaining wall

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation of structure 58.8 Per Cum 35.82

2 Laying of stone aggregate in foundation beds in 1:8:16 0.00_ Per Cum 3176.3

3 Cement concerete 1:2:4 1.05 Per Cum 4801.83

4 Squared Rubbled Stone Masonary 1:5 112 Per Cum 5329.65

5 Inner Side Plaster 1:4 12.5 mm thick 70 Per Sqm 199.11

TOTAL (I) SAY = 649100

10. Crate Wire Structures

Village Nikku Chak Tehsil Mukerian & Distt. Hoshiarpur

Estimate Sanction No. 4433 dated 12/03/2026 Amount = 5,13,100/- o/o COS, SAS Nagar

10.1 Material Charges

Sr. No. Particulars Qty unit Rate Amount

1 Stone Boulder 3-40 kg 215.25 Cum 858.09

13.2 Labour Charges

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation of structure 110.85 Per Cum 38.98

2 Weaving of wire mesh 15x15cm 914.5 Per sq m 61.1

3 Spreading of wire mesh 15x15cm 914.5 Per sq m 73.75

4 Filling of stones into wire crates hand pack 215.25 Per Cum 338.17

1 Display Board (6'X4' in size complete in all respect) 1 no. 3000

TOTAL (J) SAY = 513100

11. Crate Wire Structures

Village Ghagwal Tehsil Mukerian & Distt. Hoshiarpur

Estimate Sanction No. 58 dated 06/04/2026 Amount = 5,26,600/- o/o COS, SAS Nagar

11.1 Material Charges

Sr. No. Particulars Qty unit Rate Amount

1 Stone Boulder 3-40 kg 217.5 Cum 858.09

2 Wire 2101 kg 62.16

11.2 Labour Charges

Sr. No. Particulars Qty unit Rate Amount

1 E/w in excavation of foundation of structure 103.5 Per Cum 38.98

2 Weaving of wire mesh 15x15cm 955 Per sq m 61.1

3 Spreading of wire mesh 15x15cm 955 Per sq m 73.75

4 Filling of stones into wire crates hand pack 217.5 Per Cum 338.17

1 Display Board (6'X4' in size complete in all respect) 1 no. 3000

TOTAL (K) SAY = 526600

12. Rooftop Rainwater Harvesting Structures

Village Bija Bhatoli Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 1327 dated 27/06/2025 Amount = 3,68,300/- o/o COS, SAS Nagar

ABSTRACT OF COST

S. No. PARTICULARS AMOUNT

A Cost of Construction of Two Recharging Borewells (200 mm uPVC case pipe) 132821

B Cost of Civil Work in Construction of Collection, Siltation and Filtration Tanks and conveyance system of pipes for collection and filtration of rain water for recharging 204530

C Construction of Houdis 8944

D Carriage of Material 3365

Add 5.35% on CSR items as per A&C slip 5 for GST difference of 12% to 18% (B) 18706

Total after GST addition (C )(=A+B)

TOTAL (L) SAY = 368300

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

Sr. No. Particulars Qty unit Rate Amount

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 two borewells for 30 meter depth each. 46 Mts 468.53

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. 24 Mts 1808.83

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. 24 Mts 2565.43

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) 3.78 Cum 1663

Total Cost (A) (say) 132821

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

Sr. No. Particulars Qty unit Rate Amount

1 Taking out existing CC interlocking paverblocks from footpath/ central verge/ pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 27.5 Sq. MTS 107

2 Re-laying of interlocking paver blocks after laying of pipes 27.5 Sq. MTS 134

3 Earthwork in Foundation

a Earth work in excavation of trenches for pvc pipes with manual labour 22.75 Cum 182

c Earth work in foundation for trench (Siltation Chamber) with hydraulic excavator 18.13 Cum 34

d Earth work in foundation for trench (Filtration Chamber)with hydraulic excavator 11.55 Cum 34

e Earth work in foundation for Borewell connection with Filteration tank 6 Cum 34

4 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.

a 160mm o/d PVC pipe of 2.5 Kgf. /sq. cm ( Main Line) 130 R. Mts 428.42

b PVC pipe o/d 110 mm (2.5 kg/cm2) (For Connecting drain pipe with main line) 30 R. Mts 217.38

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)) 3111

5 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 1.41 Cum 3290

6 Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 1.33 Cum 4670

7 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 9.36 Cum 5109

8 12.5 mm thick cement plaster 1:4 33.4 Sq. MTS 189

9 Providing and fixing M.S. angle iron 40x40x6mm chowkhat/frames including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect for cover door frames and filter media retaining frames 238.98 kg 89

10 Providing and fixing 14 gauge MS sheet doors with 40mm x 40mm x 6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects for four cover doors (6 ft x 3ft each) 6.66 sq. mts 3900

11 Iron grated doors, including pintle hinges & arrangements for filter media retaining doors (size 6 ft x 6ft each) suitable to retain gravel filter pack with 1/16" to1/8" particle sizes 1.67 qtl 8980

TOTAL COST (B) (Say)

C Construction of Houdis

1 Earthwork 2 cum 182

4 Brickwork 1:4 firstclass 1.042 cum 5109

5 Plaster 12.5mm 1:4 3.12 sqm 189

6 RCC Chamber Cover 0.08 cum 5153

7 Reinforcement 12mm dia bars 0.106 qtl 6426

D Cost of Carriage of material 3365

13. Rooftop Rainwater Harvesting Structures

Village Jalota Tehsil Dasuya & Distt. Hoshiarpur

Estimate Sanction No. 1102 dated 17/06/2025 Amount = 2,14,600/- o/o COS, SAS Nagar

ABSTRACT OF COST

S. No. PARTICULARS AMOUNT

A Cost of Construction of one Recharging Borewell (200 mm uPVC case pipe) 66410

B Cost of Civil Work in Construction of Collection, Siltation and Filtration Tanks and conveyance system of pipes for collection and filtration of rain water for recharging 125706

C Construction of Houdis 4472

D Carriage of Material 2412

TOTAL (A+B+C+D)

Add 5.35% on CSR items as per A&C slip 5 for GST difference of 12% to 18% (B)

Signboard 6' x 4' 5000

Total after GST addition (C )(=A+B)

TOTAL (M) SAY = 214600

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

Sr. No. Particulars Qty unit Rate Amount

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 two borewells for 30 meter depth each. 23 Mts 468.53

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. 12 Mts 1808.83

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. 12 Mts 2565.43

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) 1.89 Cum 1663

Total Cost (A) (say) 66410/-

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

Sr. No. Particulars Qty unit Rate Amount

1 Dismentling CC 1:2:4 1.8 cum 1365

2 Earthwork in Foundation

a Earth work in excavation of trenches for pvc pipes with manual labour 4.2 Cum 182

b Earth work in foundation for trench (Siltation Chamber) with hydraulic excavator 10.14 Cum 34

c Earth work in foundation for trench (Filtration Chamber)with hydraulic excavator 6 Cum 34

d Earth work in foundation for Borewell connection with Filteration tank 3 Cum 34

3 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.

a 160mm o/d PVC pipe of 2.5 Kgf. /sq. cm ( Main Line) 90 R. Mts 428.42

b PVC pipe o/d 110 mm (2.5 kg/cm2) (For Connecting drain pipe with main line) 40 R. Mts 217.38

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)) 2363

4 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 0.76 Cum 3290

5 Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 2.46 Cum 4670

6 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 4.68 Cum 5109

7 12.5 mm thick cement plaster 1:4 16.64 Sq. MTS 189

8 Providing and fixing M.S. angle iron 40x40x6mm chowkhat/frames including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect for cover door frames and filter media retaining frames 119.49 kg 89

9 Providing and fixing 14 gauge MS sheet doors with 40mm x 40mm x 6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects for four cover doors (6 ft x 3ft each) 3.33 sq. mts 3900

10 Iron grated doors, including pintle hinges & arrangements for filter media retaining doors (size 6 ft x 6ft each) suitable to retain gravel filter pack with 1/16" to1/8" particle sizes 0.84 qtl 8980

TOTAL COST (B) (Say)

C Construction of Houdis

1 Earthwork 1 cum 182

4 Brickwork 1:4 firstclass 0.521 cum 5109

5 Plaster 12.5mm 1:4 1.56 sqm 189

6 RCC Chamber Cover 0.04 cum 5153

7 Reinforcement 12mm dia bars 0.053 qtl 6426

D Cost of Carriage of material 2412

14. Stone Masonry Water Recharging Structure

Village Labbar Tehsil Mukerian & Distt. Hoshiarpur

Estimate Sanction No. 6390 dated 04/05/2026 Amount = 22,04,200/- o/o CCS Punjab, Chandigarh

14.1 Stone Masonry Water Recharging structure 1

Sr. No. Particulars Qty unit Rate Amount

1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 77.99 Per Cum 38.98

2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(ii) as per PWD specifications. 9.44 Per Cum 3433.35

3 Squared Rubbled Masonary 1:5 Below ground level and upto plinth level CSR 12.17 79.6 Per Cum 5602.51

4 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 69.39 Per Cum 6089.23

5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 3.06 Per Cum 5058.9

6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. 52.45 Per Sqm 213.54

7 Extra Carriage of material like Boulder, Sand, Bajri, Gatka etc. 227.72 Per Cum 337.94

8 E/w excavation for crate wire CSR 6.19 as per PWD specifications 10.6 Per Cum 38.98

9 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 72 Per Sqm 197

10 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 72 Per Sqm 73.75

11 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 16 Per Cum 1458.04

12 Extra Carriage of material like Boulder, Sand, Bajri, Gatka etc. 16 Per Cum 337.94

14.2 Stone Masonry Water Recharging structure 2

Sr. No. Particulars Qty unit Rate Amount

1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 83.12 Per Cum 38.98

2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(ii) as per PWD specifications. 8.99 Per Cum 3433.35

3 Squared Rubbled Masonary 1:5 Below ground level and upto plinth level CSR 12.17 78.05 Per Cum 5602.51

4 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 85.24 Per Cum 6089.23

5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 3.43 Per Cum 5058.9

6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. 58.9 Per Sqm 213.54

7 Extra Carriage of material like Boulder, Sand, Bajri, Gatka etc. 247.67 Per Cum 337.94

8 E/w excavation for crate wire CSR 6.19 as per PWD specifications 8.9 Per Cum 38.98

9 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 56 Per Sqm 197

10 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 56 Per Sqm 73.75

11 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 12.5 Per Cum 1458.04

12 Extra Carriage of material like Boulder, Sand, Bajri, Gatka etc. 12.5 Per Cum 337.94

14.5 Display Board

Sr. No. Particulars Qty unit Rate Amount

1 Display Board (6'X4' in size complete in all respect) 2 no. 3000

TOTAL (N) SAY = 2204200

GRAND TOTAL (A+B+C+D+E+F+G+H+I+J+K+L+M) =