Construction of stone masonry retaining wall of pond, stone masonry run off strcture, crate wire structure and Roof top rain water harvesting system

FINANCIAL BID NO.: DSWC/SBS/2026-27/06

Construction Stone masonary Retaining wall of pond water protection & crate wire structure Vill- Shahbajpur,Majhot ,Stone Masonry Run off Control & crate wire structure Vill- Katwara, Majhot, Stone Masonry Run off Control Vill - Akaliana,Chhuharpur & Stone Masonry Retaining wall for pond at Village Mandhiani, Chhuharpur Tehsil Balachaur, Construction of Roof Top Rain Water Harvesting/ Recharging structure at GSSS School Rahon and at Govt Primary School Pharala Tehsil Banga Distt. Shaheed Bhagat Singh Nagar, Punjab

Rates for Civil Works (Approved by CCS Punjab Chandigarh)

Name of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs.

Quoted by Contractor (As % less of Estimated Amount) Quote (+/-%)

Estimate sanction no 11371 Dt 13/07/2026 Amount 7,72,000/-

WORK – 1 (A) Retaining wall of pond Vill- Shahbajpur, Tehsil Balachaur, Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 34.5 cum 38.98 Thirty Eight Rupees And Ninety Eight Paise only

2 C:C 1:8:16 in foundation 4.5 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation 30 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 30 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 0.5 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 33 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 21 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

8 Carriage of bajri 0.45 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

9 Carriage of gatka 4.5 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

10 Carriage of boulder 66 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

11 Sign Board 6'x4' 1 no 3000 Three Thousand only 3000

WORK – 1(b) Crate Wire Structure Shahbajpur, Tehsil Balachaur,Distt SBS Nagar.

S. No Particulars Qty Unit Rate Amount

1 E/w in Excavation of foundation 26 cum 38.98 Thirty Eight Rupees And Ninety Eight Paise

2 Weaving of wire neting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm mesh 167.4 sqm 197 One Hundred Ninety Seven Rupees

3 Spreading of wire crates over pitching connecting with side protective walls inclusive of wire etc. 167.4 sqm 73.75 Seventy Three Rupees And Seventy Five Paise

4 Filling of stones into crates and hand packing 46 cum 1458.04 One Thousand Four Hundred Fifty Eight Rupees And Four Paise

5 Carriage of Boulder after first 5 km from quarry to site. 46 cum 214.14 Two Hundred Fourteen Rupees And Fourteen Rupees

Total no of crate 3

Estimate sanction no 11671 Dt 17/07/2026 Amount 9,02,100/-

WORK – 2 Retaining wall of pond Vill- Mandhiani, Tehsil Balachaur, Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 77.4 cum 38.98 Thirty Eight Rupees And Ninety Eight Paise only

2 C:C 1:8:16 in foundation 12.9 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation 64.5 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 68.8 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 1.29 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 68.8 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 48.12 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

8 Carriage of bajri 1.16 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

9 Carriage of gatka 12.9 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

10 Carriage of boulder 146.63 cum 241.14 Two Hundred Forty one Rupees And fourteen Rupees

11 Sign Board 6'x4' 1 no 3000 Three Thousand only

Estimate sanction no 1649 Dt 24/07/2026 Amount 7,00,000/-

WORK –3 (a) Retaining wall of pond Village Majhot, Tehsil Balachaur,Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 17.94 cum 38.98 Thirty Eight Rupees And Ninety Eight Paise only

2 C:C 1:8:16 in foundation 2.34 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation and upto P.L 26.4 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 10.8 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 0.3 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 27.6 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 12.91 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

8 Carriage of bajri 0.27 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

9 Carriage of gatka 2.34 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

10 Carriage of boulder 40.92 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

WORK – 3(b) Crate Wire Structure no 1 to 3 Vilage Majhot, Tehsil Balachaur,Distt SBS Nagar.

S. No Particulars Qty Unit Rate Amount

1 E/w in Excavation of foundation 26 cum 38.98 Thirty Eight Rupees And Ninety Eight Paise only

2 Weaving of wire neting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm mesh 205.99 sqm 197 One Hundred Ninety Seven Rupees

3 Spreading of wire crates over pitching connecting with side protective walls inclusive of wire etc. 205.99 sqm 73.75 Seventy Three Rupees And Seventy Five Paise

4 Filling of stones into crates and hand packing 56 cum 1458.04 One Thousand Four Hundred Fifty Eight Rupees And Four Paise

5 Carriage of Boulder after first 5 km from quarry to site. 56 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

Total no of Crate Wire 03

SAY TOTAL (A+B)

WORK –4 (a)Run off control Structure 1 to 3 Village Majhot, Tehsil Balachaur,Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 47.44 cum 210.7 Rupees Two Hundred Ten and Seventy Paise Only.

2 C:C 1:8:16 in foundation 7.25 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation 39.56 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 37.87 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 2.26 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 73.22 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 29.05 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

8 Carriage of bajri 2.03 cum 245.56 Two Hundred Forty Five Rupees And Fifty six Rupees

9 Carriage of gatka 7.25 cum 298.57 Two Hundred Ninety Eight Rupees And Fifty Seven Paise

10 Carriage of boulder 85.17 cum 298.57 Two Hundred Ninety Eight Rupees And Fifty Seven Paise

WORK – 4(b) Crate Wire Structure no 1,2 Vilage Majhot, Tehsil Balachaur,Distt SBS Nagar.

S. No Particulars Qty Unit Rate Amount

1 E/w in Excavation of foundation 90 cum 210.7 Two Hundred Ten Rupees and Seventy Paise

2 Weaving of wire neting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm mesh 600 sqm 197 One Hundred Ninety Seven Rupees

3 Spreading of wire crates over pitching connecting with side protective walls inclusive of wire etc. 600 sqm 73.71 Seventy Three Rupees And Seventy Five Paise

4 Filling of stones into crates and hand packing 150 cum 1458.04 One Thousand Four Hundred Fifty Eight Rupees And Four Paise

5 Carriage of Boulder after first 5 km from quarry to site. 150 cum 298.57 Two Hundred Ninety Eight Rupees And Fifty Seven Paise

WORK –5 (a)Run off control Structure 1 to 3 Village Katwara Tehsil Balachaur,Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 12.23 cum 95.88 Ninety Five Rupees and Eighty Eight

2 C:C 1:6:12 in foundation 2.02 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation 10.02 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 9.25 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 0.75 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 10.8 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 0.17 cum 267.65 Two Hundred Sixty Seven Rupees And Sixty Five Rupees

8 Carriage of bajri 21.87 cum 267.65 Two Hundred Sixty Seven Rupees And Sixty Five Rupees

9 Carriage of gatka 6 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

10 Carriage of boulder 63.6 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

Total no of ROC 3

WORK –5 (b)Crate Wire Structure 1 to 10 Village Katwara Tehsil Balachaur,Distt SBS Nagar

S. No Particulars Qty Unit Rate Amount

1 E/w in Excavation of foundation 300 cum 38.98 Thirty Eight Rupees And Ninety Eight Paise

2 Weaving of wire neting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm mesh 2624.5 sqm 197 One Hundred Ninety Seven Rupees

3 Spreading of wire crates over pitching connecting with side protective walls inclusive of wire etc. 2624.5 sqm 73.75 Seventy Three Rupees And Seventy Five Paise

4 Filling of stones into crates and hand packing 615 cum 1458.04 One Thousand Four Hundred Fifty Eight Rupees And Four Paise

5 Carriage of Boulder after first 5 km from quarry to site. 615 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

WORK –6 Run off control Structure no 1 to 4 Village Chhuharpur Tehsil Balachaur,Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 26.27 cum 210.7 Two Hundred Ten Rupees and Seventy Paise

2 C:C 1:6:12 in foundation 4.14 cum 3466.02 Three Thousand Four Hundred Sixty Six Rupees And Two only

3 Square rubble masonry 1:5 in foundation 21.71 cum 5329.66 Five Thousand Three Hundred Twenty Nine Rupees And Sixty Six Paise only

4 Square rubble masonry 1:5 APL 20.65 cum 5772.13 Five Thousand Seven Hundred Sveventy Two Rupees And Thirteen Paise

5 C:C 1:2:4 1.51 cum 4919.85 Four Thousand Nine Hundred Nineteen Rupees And Eighty Five Paise

6 12.5 mm thick cement plaster 1:4 23.92 cum 199.11 One Hundred Ninety Nine Rupees And Eleven Paise

7 Carriage of sand 15.82 cum 267.65 Two Hundred Sixty Seven Rupees And Sixty Five Rupees

8 Carriage of bajri 1.36 cum 267.65 Two Hundred Sixty Seven Rupees And Sixty Five Rupees

9 Carriage of gatka 4.1 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

10 Carriage of boulder 46.6 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

Total cost for SM ROC 1+2+3+4

WORK –7 Run off control Structure no 1 to 6 Village Akaliana Tehsil Balachaur,Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 11.51 cum 210.7 Two Hundred Ten Rupees and Seventy Paise

2 C:C 1:6:12 in foundation 1.79 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation 8.52 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 10.04 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 0.83 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 23.35 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 7.21 cum 236.63 Two Hundred Thirteen Six Rupees And Sixty Three Rupees

8 Carriage of bajri 0.75 cum 236.63 Two Hundred Thirteen Six Rupees And Sixty Three Rupees

9 Carriage of gatka 1.79 cum 303 Three Hundred Three Rupees Only

10 Carriage of boulder 20.42 cum 303 Three Hundred Three Rupees Only

Total no of ROC 6

WORK –8 Retaining wall of Pond Village Chuharpur Tehsil Balachaur,Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earthwork excavation in foundation 135.2 cum 210.7 Two Hundred Ten Rupees and Seventy Paise

2 C:C 1:6:12 in foundation 20.8 cum 3433.36 Three Thousand Four Hundred Thirty Three Rupees And Thirty Six Paise only

3 Square rubble masonry 1:5 in foundation 114.4 cum 5602.51 Five Thousand Six Hundred Two Rupees And Fifty One Paise only

4 Square rubble masonry 1:5 APL 178.75 cum 6089.23 Six Thousand Eighty Nine Rupees And Twenty Three Paise

5 C:C 1:2:4 1.95 cum 5058.91 Five Thousand Fifty Eight Rupees And Ninety One Paise

6 12.5 mm thick cement plaster 1:4 162.5 cum 213.54 Two Hundred Thirteen Rupees And Fifty Four Paise

7 Carriage of sand 101.83 cum 267.65 Two Hundred Sixty Seven Rupees And Sixty Five Rupees

8 Carriage of bajri 1.76 cum 267.65 Two Hundred Sixty Seven Rupees And Sixty Five Rupees

9 Carriage of gatka 20.8 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

10 Carriage of boulder 322.47 cum 325.09 Three Hundred Twenty Five Rupees And Nine Rupees

11 Dewatering of Pond 1 no 25425 Twenty Five Thousand Four Hundred Twenty Five Rupees only

WORK –9 Rooftop Rain water recharging system Govt Girls Sr Sec School Rahon, Tehsil Banga, Distt SBS Nagar.

Estimate sanction no 1690 Dt 27/07/2026 Amount 4,12,200/-

Work 9(a) Construction of Recharging Borewell, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

S.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. 58 mtr 493.59 Rupees Four Hundred Ninety-Three and Fifty-Nine Paise Only

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. 14 mtr 1905.6 Rupees One Thousand Nine Hundred Five and Sixty Paise 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 Engineerin- charge.: 200 mm nominal size dia. 46 mtr 2702.68 Rupees Two Thousand Seven Hundred Two and Sixty-Eight Paise 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) 3.7 cum 1751.97 Rupees One Thousand Seven Hundred Fifty-One and Ninety-Seven Paise Only

WORK – 9(b) Construction of Recharging Borewell, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

S.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. 13.44 Sq mtr 112.72 Rupees One Hundred Twelve and Seventy-Two Paise Only

2 Re-laying of interlocking paver blocks after laying of pipes 13.44 Sq mtr 141.17 Rupees One Hundred Forty-One and Seventeen Paise Only

3 Earthwork in Foundation

a Earth work in excavation of trenches for pvc pipes with manual labour 15.25 cum 191.74 Rupees One Hundred Ninety-One and Seventy-Four Paise Only

b Earth work in foundation for trench (Siltation Chamber) with hydraulic excavator 21.25 cum 35.82 Rupees Thirty-Five and Eighty-Two Paise Only

c Earth work in foundation for trench (Filtration Chamber)with hydraulic excavator 7.76 cum 35.82 Rupees Thirty-Five and Eighty-Two Paise Only

d Earth work in foundation for Borewell connection with Filteration tank 1.44 cum 35.82 Rupees Thirty-Five and Eighty-Two Paise Only

4 Providing, Laying , fixing & jointing of uP.V.C. Pipes (Type-A) as per ISI-4985:2021 (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. 2167.66

a 160mm o/d PVC pipe of 2.5 Kgf. / sq. cm ( Main Line) 153.3 mtr 282.8 Rupees Two Hundred Eighty-Two and Eighty Paise Only

b 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))

5 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 1.51 cum 3466.02 Rupees Three Thousand Four Hundred Sixty-Six and Two Paise Only

6 Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 1.72 cum 4919.85 Rupees Four Thousand Nine Hundred Nineteen and Eighty-Five Paise Only

7 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 9.48 cum 5382.33 Rupees Five Thousand Three Hundred Eighty-Two and Thirty-Three Paise Only

8 12.5 mm thick cement plaster 1:4 40.68 Sq mtr 199.11 Rupees One Hundred Ninety-Nine and Eleven Paise Only

9 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 199.5 kg 93.76 Rupees Ninety-Three and Seventy-Six Paise Only

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) 9.29 Sq mtr 4108.65 Rupees Four Thousand One Hundred Eight and Sixty-Five Paise Only

11 Providing and fixing of welded mesh of 25mmx25mm fixed on steel glaze with MS Flat 20mmx6mm beeding complete in all respect including painting two coats with syntaetic enamel paint & priming coat 6.8 Sq mtr 690.04 Rupees Six Hundred Ninety and Four Paise Only

12 Applying priming coat with metal primer on new steel or iron work including preparation of surface for cover door 9.29 Sq mtr 25.28 Rupees Twenty-Five and Twenty-Eight Paise Only

13 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work,metallic or plastered,concrete surface to give an even shade. 9.29 Sq mtr 69.53 Rupees Sixty-Nine and Fifty-Three Paise Only

WORK – 9(c) Construction of Houdis, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earth work Excavation for Houdis 1.43 cum 191.74 Rupees One Hundred Ninety-One and Seventy-Four Paise Only

2 C:C 1:6:12 with stone ballast

C:C 1:6:12 foundation (Houdis) 0.119 cum 3466.02 Rupees Three Thousand Four Hundred Sixty-Six and Two Paise Only

3 Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size 0.04 cum 4919.85 Rupees Four Thousand Nine Hundred Nineteen and Eighty-Five Paise Only

4 First class Brick work 1:4 (Foundation)

Total Brick Work 1:4 in Foundation 0.797 cum 5382.33 Rupees Five Thousand Three Hundred Eighty-Two and Thirty-Three Paise Only

5 Plaster 12.5mm thick in 1:4 2.991 Sq mtr 199.11 Rupees One Hundred Ninety-Nine and Eleven Paise Only

6 RCC Chamber cover( M20 Grade) 0.119 cum 6217.76 Rupees Six Thousand Two Hundred Seventeen and Seventy-Six Paise Only

Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. 0.132 Qtl 6769.79 Rupees Six Thousand Seven Hundred Sixty-Nine and Seventy-Nine Paise Only

Total cost for 4 chamber

WORK – 9(d) Carriage of material, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

Carriage of sand 4.85 cum 358.91 Rupees Three Hundred Fifty-Eight and Ninety-One Paise Only

Carriage of bajri+ Greval 6.89 cum 358.91 Rupees Three Hundred Fifty-Eight and Ninety-One Paise Only

WORK –10 Rooftop Rain water recharging system Govt Primary School Pharala, Tehsil Banga, Distt SBS Nagar.

Estimate sanction no 1847 Dt 31/07/2026 Amount 02,50,700/-

Work 10(a) Construction of Recharging Borewell, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

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. 58 mtr 493.59 Rupees Four Hundred Ninety-Three and Fifty-Nine Paise Only

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. 14 mtr 1066.75 Rupees One Thousand Sixty-Six and Seventy-Five Paise 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 Engineerin- charge.: 200 mm nominal size dia. 46 mtr 1416.58 Rupees One Thousand Four Hundred Sixteen and Fifty-Eight Paise 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) 4.28 cum 1751.97 Rupees One Thousand Seven Hundred Fifty-One and Ninety-Seven Paise Only

WORK – 10 (b) Construction of Recharging Borewell, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

S.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. 8.96 Sq mtr 112.72 Rupees One Hundred Twelve and Seventy-Two Paise Only

2 Re-laying of interlocking paver blocks after laying of pipes 8.96 Sq mtr 141.17 Rupees One Hundred Forty-One and Seventeen Paise Only

3 Earthwork in Foundation

a Earth work in excavation of trenches for pvc pipes with manual labour 11.9 cum 191.74 Rupees One Hundred Ninety-One and Seventy-Four Paise Only

b Earth work in foundation for trench (Siltation Chamber) with hydraulic excavator 11.9 cum 35.82 Rupees Thirty-Five and Eighty-Two Paise Only

c Earth work in foundation for trench (Filtration Chamber)with hydraulic excavator 6.02 cum 35.82 Rupees Thirty-Five and Eighty-Two Paise Only

d Earth work in foundation for Borewell connection with Filteration tank 10.8 cum 35.82 Rupees Thirty-Five and Eighty-Two Paise Only

4 Providing, Laying , fixing & jointing of uP.V.C. Pipes (Type-A) as per ISI-4985:2021 (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) 17 mtr 282.8 Rupees Two Hundred Eighty-Two and Eighty Paise Only

b PVC pipe o/d 110mm (4kg/cm2) (For connecting drain pipe with main line 128.8 mtr 206.32 Rupees Two HundredSix and Thrity Two Paise Only

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)) 1569.08

5 Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type 0.77 cum 3466.02 Rupees Three Thousand Four Hundred Sixty-Six and Two Paise Only

6 Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 0.67 cum 4919.85 Rupees Four Thousand Nine Hundred Nineteen and Eighty-Five Paise Only

7 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 4.91 cum 5382.33 Rupees Five Thousand Three Hundred Eighty-Two and Thirty-Three Paise Only

8 12.5 mm thick cement plaster 1:4 17.57 Sq mtr 199.11 Rupees One Hundred Ninety-Nine and Eleven Paise Only

9 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 145.01 kg 93.76 Rupees Ninety-Three and Seventy-Six Paise Only

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) 6.7 Sq mtr 4108.65 Rupees Four Thousand One Hundred Eight and Sixty-Five Paise Only

11 Iron grated doors, including pintle hinges & arrangements for two hinges filter media retaining door (size 6ft x 3ft each) suitable to retain greval filter pack with 1/16" to 1/8" particle sizes 0.84 qtl 9460.43 Rupees Six Hundred Ninety and Four Paise Only

WORK – 10 (c) Construction of Houdis, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

S.No. Particulars Qty Unit Rate Amount

1 Earth work Excavation for Houdis 0.83 cum 191.74 Rupees One Hundred Ninety-One and Seventy-Four Paise Only

2 C:C 1:6:12 with stone ballast

C:C 1:6:12 foundation (Houdis) 0.069 cum 3466.02 Rupees Three Thousand Four Hundred Sixty-Six and Two Paise Only

3 Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size 0.036 cum 4919.85 Rupees Four Thousand Nine Hundred Nineteen and Eighty-Five Paise Only

4 First class Brick work 1:4 (Foundation)

Total Brick Work 1:4 in Foundation 0.325 cum 5382.33 Rupees Five Thousand Three Hundred Eighty-Two and Thirty-Three Paise Only

5 Plaster 12.5mm thick in 1:4 2.08 Sq mtr 199.11 Rupees One Hundred Ninety-Nine and Eleven Paise Only

6 RCC Chamber cover( M20 Grade) 0.069 cum 6217.76 Rupees Six Thousand Two Hundred Seventeen and Seventy-Six Paise Only

7 Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. 0.074 Qtl 6769.79 Rupees Six Thousand Seven Hundred Sixty-Nine and Seventy-Nine Paise Only

WORK – 10 (d) Carriage of material, GSSS Rahon, Tehsil Banga, Distt SBS Nagar.

1 Carriage of sand 2.36 cum 396.65 Rupees Three Hundred Fifty-Eight and Ninety-One Paise Only

2 Carriage of bajri+ Greval 3.47 cum 396.65 Rupees Three Hundred Fifty-Eight and Ninety-One Paise Only

3 Sign Board (6'x4' in size) 1 no 3000 Rupees Three Thousand Only. 3000

1.The quantities indicated above are tentative and may vary. The actual quantities shall be communicated at the time of issuance of the Work Order.

2.The rates of carriage are provisional and may undergo minor variation, subject to the final approval of the estimate by the Competent Authority.

3.The list of works may be modified by way of addition or deletion, depending upon the availability of funds and administrative requirements.