Soil and Water Conservation Works in Village Karondewala kasauli Bhagindi Tanda kane Ka Bara District SASNagar and Thaluh Saho majra Ropar

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Tender No. DSWC/MOH/2026-27/13

Construction of Water harvesting Cum Natural Recharging Structure ,Crate Wire gabion Structures and Run off control at Village Karondewala, kasauli, Bhagindi, Tanda and kane Ka Bara , Teh kharar, District SAS Nagar (Mohali) and Stone Masonry rain water recharging cum silt detention structure and crate wire structure (2nos) , at Village Thaluh, Tehsil Shri Anandpur sahib and village Saho Majra Distt. Rupnagar

RATES FOR CIVIL WORK( Approved by CCS PUNJAB Chandigarh)

Name & Address of Firm/ Bidder

Total Estimated Cost

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

1 For Construction of Crate Wire Structures No. 1 to 5 Project Village Karondewala, Block majri Tehsil kharar

Estimate San.No. 8596/D.B. Dated 09-06-2026 for Rs. 1386700/-

A. Crarte Wire Structure No. 1 (Scheme - WDC PMKSY 2.0 )

1.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 45 Per Cum 37 One Thousand six Hundred sixty five and no paisa

1.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 330.25 SQM 187 sixty one thousand seven hundred fifty six only and seventy five paisa

1.3 Spreading of wire crates as per PWD specifications CSR 23.37 330.25 SQM 70 Twenty three thousand one hundred seventeen and fifty paise

1.4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 82.5 Per Cum 1384 one lakh fourteen thousand one hundred eighty and no paisa

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 82.5 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

Total Amount 33381

TOTAL COST OF ESTIMATE 244839

B. Crarte Wire Structure No. 2 (Scheme - WDC PMKSY 2.0)

1.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 37.5 Per Cum 37 one thousand three hundred eighty seven and fifty paise

1.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 275.75 SQM 187 fifty one thousand five hundred sixty five and twenty five paise

1.3 Spreading of wire crates as per PWD specifications CSR 23.37 275.75 SQM 70 Nineteen thousand three hundred two and fifty paise

1.4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 81 Per Cum 1384 one lakh tweleve thousand one hundred four and no paisa

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 81.25 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL PROJECT COST

C. Crate Wire Structure No. 3 (Scheme - WDC PMKSY 2.0)

1.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 60 Per Cum 37 two thousand two hundred twenty and no paise

1.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 406.5 SQM 187 seventy six thousand fiffteen rupee and fifty paise

1.3 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.7 b (i) as per PWD specifications. 406.5 SQM 70 twenty eight thousand four hundred fifty five and no paise

1.4 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 105 Per Cum 1384 one lakh forty five thousand three hundred twenty and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 105 7 195.17 Cum 20492.64

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

Total Amount say 42486

TOTAL PROJECT COST

D. Crate Wire Structure No. 4 (Scheme - WDC PMKSY 2.0)

1.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 50 Per Cum 37 one thousand eight hundred fifty and no paisa

1.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 339.5 SQM 187 sixty three thousand four hundred eighty six and fifty paise

1.3 Spreading of wire crates as per PWD specifications CSR 23.37 339.5 SQM 70 twenty three thousand seven hundred sixty five and no paise

1.4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 112.5 Per Cum 1384 one lakh fifty five thousand seven hundred and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 112.5 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL PROJECT COST

E. Crate Wire Structure No. 5 (Scheme-WDC PMKSY 2.0)

1.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 50 Per Cum 37 one thousand eight hundred fifty and no paisa

1.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 339.5 SQM 187 sixty three thousand four hundred eighty six and fifty paise

1.3 Spreading of wire crates as per PWD specifications CSR 23.37 339.5 SQM 70 twenty three thousand seven hundred sixty five and no paise

1.4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 112.5 Per Cum 1384 one lakh fifty five thousand seven hundred and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 112.5 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL PROJECT COST

GRAND TOTAL COST OF PROJECT SAY 1386700

2 For Construction of Gabion Structure ,Village kasauli ,Tehsil & District SAS NAGAR

Estimate San.No. 1792/DB Dated 29-07-2026 for Rs.4,22,400/-

A. Gabion Structure (Scheme - WDC PMKSY 2.0)

2.1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 70 Per Cum 37 two thousand five hundred ninety and no paisa

2.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 473.5 SQM 187 eighty eight thousand five hundred forty four and no paise

2.3 Spreading of wire crates as per PWD specifications CSR 23.37 473.5 SQM 70 thirt three thousand one hundred forty five and no paise

2.4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 157.5 Per Cum 1384 two lakh seventeen thousand nine hundred eighty and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 158 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

Total Amount say 61836

TOTAL PROJECT COST

As per estimate Sanctioned (SAY) 422400

3 Construction of Gabion Structure 1 & 2 ,Village Tanda ,Tehsil Kharar, District SAS NAGAR

Estimate San.No. 13098/DB Dated 06-08-2026 for Rs 8,72,200/-

A. Gabion Structure No. 1 (50mtr) village Tanda (Scheme-WDC PMKSY 2.0)

3.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 75 Per Cum 37 Two thousand seven hundred seventy five and no paisa

3.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 548.25 SQM 187 One lakh two thousand five hundred twenty two and seventy five paise

3.4 Spreading of wire crates as per PWD specifications CSR 23.37 548.25 SQM 70 thirty eight thousand three hundred seventy seven and no paise

3.5 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 162.5 Per Cum 1384 two lakh twenty four thousand snine hundred and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 162.5 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL COST of gabion Str 1

B. Gabion Structure No. 2 (45mtr) Village Tanda (Scheme-WDC PMKSY 2.0)

3.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 67.5 Per Cum 37 Two thousand four hundred ninty seven andfifty paisa

3.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 493.75 SQM 187 Nintytwo thousand thre hundred thirty one and fitwenty five paise

3.4 Spreading of wire crates as per PWD specifications CSR 23.37 493.75 SQM 70 Thirty four thousand five hundred sixty two and fifty paise

3.5 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 146.25 Per Cum 1384 otwo lakh two thousand four hundred and ten paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 146 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

Total Cost of Gabion Str.2

say GRAND TOTAL Gabion Str. 1 & 2 Tanda

4 Construction of Gabion Structure ,Village Kane ka Bara ,Tehsil Kharar, District SAS NAGAR

A. Gabion Structure (55 mtr) (Scheme-WDC PMKSY 2.0)

4.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 110 Per Cum 37 four thousand seventy and no paisa

4.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 680.5 SQM 187 One lakh twenty seven thousand two hundred fifty three and fifty paise

4.3 Spreading of wire crates as per PWD specifications CSR 23.37 680.5 SQM 70 fourty seven thousand six hundred thirty five and no paise

0.0 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 220 Per Cum 1384 Three lakh four thousand four hundred eighty and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 220 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL COST of gabion Str

5 Construction of Gabion Structure ,Village Kane ka Bara ,Tehsil Kharar, District SAS NAGAR

A. Gabion Structure (Scheme-WDC PMKSY 2.0)

5.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 112.5 Per Cum 37 four thousand one hundred sixty two and no paisa

5.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 640 SQM 187 One lakh Ninteen thousand six hundred eighty three and no paise

5.3 Spreading of wire crates as per PWD specifications CSR 23.37 640 SQM 70 fourty four thousand eight hundred and no paise

0.0 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 187.5 Per Cum 1384 Two lakh fifty nine thousand five hundred and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 188 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL COST of gabion Str

6. Name of Work: Water Harvesting cum Natural Recharging Structure , Village:Bhagindi , Block: Majrir,Teh: Kharar , Distt: SAS Nagar

DETAILS OF CHARGES

Sr. No Particulars Qty Unit Rate with GST difference Rate (In figures) Amount (Rs.)

6.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 63.58 cum 210.7 Thirteen Thousand Three Hundred ninty six Rupees and thirty one Paise

6.2 C. Conc. (gatka) In foundation in 1:8:16 10.58 cum 3433.36 Thirty six Thousand three Hundred twenty four Rupees and ninty five Paise

6.3 C. Conc. (bajri) in 1:2:4 3.33 cum 5058.91 Sixteen Thousand Eight Hundred fifty one Rupees and Twenty two Paise

6.4 Squared rubble masonry coursed (coursed rubble) in foundations and plinth in cement mortar 1:5 46.69 cum 5602.51 Two lakh sixty one eighty one Rupees and ninteen Paise

6.5 Add for work in super structure 4 metres above plinth level. 59.44 cum 6089.23 Three lakh sixty One Thousand Nine Hundred fourty three Rupees and Eighty three Paise

6.6 12.5 mm thick Cement sand plaster in 1:4 99.94 sq m 213.54 three Thousand Three Hundredninty five Rupees and Twenty nine Paise

Protection Str/ Crate wire structure qty Unit rate Amount (Rs.)

6.7 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. 8.46 cum 37 Three Hundred twelew Rupees and ninty five Paise 312.95

6.8 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 32.78 Sqm 187 six Thousand one Hundred twenty Nine Rupees and ninteen six Paise 6129.19

6.9 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 32.78 Sqm 70 Two Thousand two Hundred ninty four Rupees andthirty five Paise 2294.35

6.1 Filling stones or spalls into crate and hand packing 8.46 cum 1384 one lakh seventeen Thousand six Rupees and fifteen Paise 11706.15

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 179.01 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

Grand Total Amount

Grand Total cost of estimate

7 Construction of Gabion Structure 1 & 2 ,Village Kasauli ,Tehsil Kharar, District SAS NAGAR

A. Gabion Structure No. 1 (30mtr) village kasauli (Scheme-WDC PMKSY 2.0)

7.1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 60 Per Cum 37 Two thousand two hundred twenty and no paisa

7.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 406.5 SQM 187 Seventy six thousand fifteen and fifty paise

7.3 Spreading of wire crates as per PWD specifications CSR 23.37 406.5 SQM 70 Twenty eighty thousand four hundred fifty five and no paise

7.4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 135 Per Cum 1384 One lakh eighty six thousand eight hundred fourty and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 135 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL COST of gabion Str 1

B. Gabion Structure No. 2 (15mtr) Village Kasauli (Scheme-WDC PMKSY 2.0)

7.6 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. for foundation and abutments 22.5 Per Cum 37 Eight hundred ninty seven andfifty paisa

7.7 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 193.25 SQM 187 Thirty six thousand one hundred thirty seven and seventy five paise

7.8 Spreading of wire crates as per PWD specifications CSR 23.37 193.25 SQM 70 Thirteen thousand five hundred twenty seven and fifty paise

0.0 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 48.75 Per Cum 1384 sixty seven thousand four hundred seventy and no paise

GST DIFFERNCE 12% TO 18% @5.35%

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Sr. No. Item Qty Premium (%) Rate after premium Unit Total Amount= Amount x Qty.

Less Intial 5 km Carriage 49 7 195.17 Cum

Carriage Amount Total

G. Total after GST factor (for gst diff of 12% to 18%) (105.35%)

TOTAL COST of gabion Str 2

Grand Totaol of Str 1 & 2

8 For Construction of Stone Masonary water recharging cum silt detention structure and crate wire structure and crate wire structure (2 nos) at Village Tahluh,Tehsil Shri Anandpur sahib & District Rupnagar

A. Work - 1 STONE MASONARY rain water recharging cum silt detention and crate wire structure no.1

8 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 94.45 Per Cum 38.98 Three Thousand Six Hundred Eighty-One Rupees and Sixty-Six Paise Only

8.1 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 11.58 Per Cum 3433.35 Thirty-Nine Thousand Seven Hundred Fifty-Eight Rupees and Nineteen Paise Only

8.2 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 75.58 Per Cum 5602.51 Four Lakh Twenty-Three Thousand Four Hundred Thirty-Seven Rupees and Seventy-One Paise Only 253700

8.3 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 105.72 Per Cum 6089.23 Six Lakh Forty-Three Thousand Seven Hundred Fifty-Three Rupees and Forty Paise Only 123300

8.4 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 3.54 Per Cum 5058.9 Seventeen Thousand Nine Hundred Eight Rupees and Fifty-One Paise Only 735000

8.5 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 132.18 Per Sqm 213.54 Twenty-Eight Thousand Two Hundred Twenty-Five Rupees and Seventy-Two Paise Only 1391500

8.6 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. 10 cum 38.98 Three Hundred Eighty-Nine Rupees and Eighty Paise Only

8.7 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 42 Sqm 197 Eight Thousand Two Hundred Seventy-Four Rupees Only

8.8 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 42 Sqm 73.71 Three Thousand Ninety-Five Rupees and Eighty-Two Paise Only

8.9 Filling stones or spalls into crate and hand packing 10 cum 1458.04 Fourteen Thousand Five Hundred Eighty Rupees and Forty Paise Only

8.1 Carriage of sand from quarry to dump site 63.89 cum 83.18 Five Thousand Three Hundred Fourteen Rupees and Thirty-Seven Paise Only

8.11 Carriage of bajri from quarry to dump site 3.19 cum 83.18 Two Hundred Sixty-Five Rupees and Thirty-Four Paise Only

8.12 Carriage of gatka from quarry to dump site 11.58 cum 83.18 Nine Hundred Sixty-Three Rupees and Twenty-Two Paise Only

8.13 Carriage of boulder from quarry to dump site 199.43 cum 83.18 Sixteen Thousand Five Hundred Eighty-Eight Rupees and Fifty-Nine Paise Only

Total Cost Of Project

B Work - 2 STONE MASONARYrain water recharging cum silt detention and crate wire structure no.2

9 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 75.79 Per Cum 38.98 Two Thousand Nine Hundred and fifty four Rupees and twenty nine paise only

9.1 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 9.15 Per Cum 3433.35 Thirty-one Thousand Four Hundred and Fifteen Rupees and FifteenPaise Only

9.2 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 59.95 Per Cum 5602.51 Three Lakh Twenty-Five Thousand Eight Hundred Seventy Rupees and Forty Seven Paise Only

9.3 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 90.87 Per Cum 6089.23 FIve Lakh Fifty three Thousand Three Hundred Three Rupees and Ninety Seven Paise Only 553303.97

9.4 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.88 Per Cum 5058.9 Fourteen Thousand Five Hundred and Sixty Nine Rupees and Sixty three Paise Only

9.5 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 114.18 Per Sqm 213.45 Twenty Four Thousand Three Hundred and Seventy One Rupees and Seventy two Paise Only

9.6 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. 8 cum 38.98 Three Hundred elevean and eighty four paise only

9.7 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 34 Sqm 197 Six Thousand Six Hundred and Ninety Eight Rupees Only

9.8 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 34 Sqm 73.71 Two Thousand Five Hundred and Six Rupeesand fourteen paise Only

9.9 Filling stones or spalls into crate and hand packing 8 cum 1458.04 ELeven Thousand Six Hundred and Sixty Four rupees and thrity two paise Only

10 Carriage of sand from quarry to dump site 52.94 cum 83.18 Four Thousand Four Hundred and Three Rupees and Fifty Five paisaOnly

12.01 Carriage of bajri from quarry to dump site 2.59 cum 83.18 Two Hundred and Fifteen rupees and forty four paisa only

13.01 Carriage of gatka from quarry to dump site 9.15 cum 83.18 Seven Hundred and Sixty one rupees and ten paisa only

14.01 Carriage of boulder from quarry to dump site 165.9 cum 83.18 Thirteen Thousand Seven Hundred and Ninety Nine Rupees and Fifty Sixty Paise Only

Total Cost Of Project

Say (As per estimate)

Sign Board 3000

Grand Total (OF work 10) 2212000

9 For Construction of Stone Masonary Water recharging Project Village Saho Majra ,Tehsil & District Rupnagar

Estimate San.No. 8041/D.B. Dated 25-05-2026 for Rs. 764000/-

1.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 62.62 Per Cum 38.98 Two Thousand Nine Four and forty Rupees and Ninety Three paise only 2440.93

1.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (ii) as per PWD specifications. 9.95 Per Cum 3433.35 Thirty-Four Thousand one Hundred and Sixty one Rupees and Eigthy three Paise Only 34161.83

1.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 77.43 Per Cum 5602.51 Thirty-Four Thousand one Hundred and Sixty one Rupees and Eigthy three Paise Only 433802.35

1.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 43.93 Per Cum 6089.23 Two Lakh Sixty Seven Thousand Four Hundred and Ninety Nine Rupees and Eighty Seven Paise Only 267499.87

1.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.53 Per Cum 5058.9 Twleve Thousand Seven Hundred and Ninety Nine Rupees and zero two Paise Only 12799.02

1.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 55.6 Per Sqm 213.54 Eleven Thousand Eight Hundred and Seventy Two Rupees and eighty two Paise Only 11872.82

Project Detail Painting Charges 1500

Round off 76.82

Estimate Sanctioned Amount

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.