Construction of Gabion Structures Village Masol Tanda Kasauli Bhagindi Parachh Tandi Run Off Control Structure and Inlet Ghaat of Pond Project Village Parach Water harvesting cum Natural recharging Structure Village Masol Construction of Spurs V

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Tender No. DSWC/MOH/2026-27/02

1.Construction of Gabion Structures Village Masol, Tanda, Kasauli, Bhagindi, Parachh, Tandi, Tehsil Kharar, District S.A.S Nagar 2. Run Off Control Structure and Inlet (Ghaat) of Pond Project Village Parach ,Tehsil Kharar, District SAS Nagar 3. Water harvesting cum Natural recharging Structure Village Masol,Tehsil & District SAS NAGAR 4. Construction of Spurs (Land Protection Work), Village Rakoli, Tehsil Kharar, District S.A.S Nagar

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 (-%) 0 Amount Quoted

1 Construction of Gabion Structures 1 &2 (Land Protection Work), Village Masol, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 3964 Dated 26-02-2026 for Rs. 872200.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 75 cum 37 Two Thousand Seven Hundred Seventy Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 548.25 Sqm 187 One Hundred Two Thousand Five Hundred Twenty Two Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 548.25 Sqm 70 Thirty Eight Thousand Three Hundred Seventy Seven Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 162.5 cum 1384 Two Hundred Twenty Four Thousand Nine Hundred Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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%)

Grand Total Amount (say) 70776

B. Gabion STRUCTURE-2

DETAILS OF CHARGES

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

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. 67.5 cum 37 Two Thousand Four Hundred Ninety Seven Rupees and Fifty Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 493.75 Sqm 187 Ninety Two Thousand Three Hundred Thirty One Rupees and Twenty Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Thirty Four Thousand Five Hundred Sixty Two Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 146.25 cum 1384 Two Hundred Two Thousand Four Hundred Ten Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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%)

Grand Total Amount (say) 63591

Say (as per estimate) 872200 0

2 Construction of Gabion Structures 1 &2 (Land Protection Work), Village Masol, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 3469 Dated 30.12.2025 for Rs. 551500.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 45 cum 37 One Thousand Six Hundred Sixty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 330.25 Sqm 187 Sixty One Thousand Seven Hundred Fifty Six Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 330.25 Sqm 70 Twenty Three Thousand One Hundred Seventeen Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 97.5 cum 1384 One Hundred Thirty Four Thousand Nine Hundred Forty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 97.5 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 42466

B. Gabion STRUCTURE-2

DETAILS OF CHARGES

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

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. 45 cum 37 One Thousand Six Hundred Sixty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 330.25 Sqm 187 Sixty One Thousand Seven Hundred Fifty Six Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Twenty Three Thousand One Hundred Seventeen Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 97.5 cum 1384 One Hundred Thirty Four Thousand Nine Hundred Forty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 97.5 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 42466

Say (as per estimate) 551500

3 Construction of Gabion Structures, Village Masol, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 430 Dated 28.04.2026 for Rs. 247300.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 45 cum 37 One Thousand Six Hundred Sixty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 330.25 Sqm 187 Sixty One Thousand Seven Hundred Fifty Six Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 330.25 Sqm 70 Twenty Three Thousand One Hundred Seventeen Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 82.5 cum 1384 One Hundred Fourteen Thousand One Hundred Eighty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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%)

Grand Total Amount (say) 35933

GRAND TOTAL (as per estimate) 247300

4 Construction of Gabion Structures 1 &2, Village Tanda, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 3471 Dated 30.12.2025 for Rs. 648900.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 48 cum 37 One Thousand Seven Hundred Seventy Six Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 393.75 Sqm 187 Seventy Three Thousand Six Hundred Thirty One Rupees and Twenty Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Twenty Seven Thousand Five Hundred Sixty Two Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 120 cum 1384 One Hundred Sixty Six Thousand Eighty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 120 7 195.17 Cum 23420.16

Carriage Amount Total

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

Grand Total Amount (say) 52266.74

GRAND TOTAL 335711

B. Gabion STRUCTURE-2

DETAILS OF CHARGES

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

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. 45 cum 37 One Thousand Six Hundred Sixty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 363.75 Sqm 187 Sixty Eight Thousand Twenty One Rupees and Twenty Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Twenty Five Thousand Four Hundred Sixty Two Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 112.5 cum 1384 One Hundred Fifty Five Thousand Seven Hundred Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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%)

Grand Total Amount (say) 49000

Say (as per estimate) 648900

5 Gabion Structures 1,2,3 & 4 Village Kasauli, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 1399 Dated 30.01.2026 for Rs. 1039800.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 52.5 cum 37 One Thousand Nine Hundred Forty Two Rupees and Fifty Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 385.31 Sqm 187 Seventy Two Thousand Fifty Two Rupees and Ninety Seven Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Twenty Six Thousand Nine Hundred Seventy One Rupees and Seventy Paise

4 Filling stones or spalls into crate and hand packing 123.9 cum 1384 One Hundred Seventy One Thousand Four Hundred Seventy Seven Rupees and Sixty Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 123.9 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 50680

B. Gabion STRUCTURE-2

DETAILS OF CHARGES

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

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. 37.5 cum 37 One Thousand Three Hundred Eighty Seven Rupees and Fifty Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 275.75 Sqm 187 Fifty One Thousand Five Hundred Sixty Five Rupees and Twenty Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Nineteen Thousand Three Hundred Two Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 81.25 cum 1384 One Hundred Twelve Thousand Four Hundred Fifty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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%)

Grand Total Amount (say) 33234

C. Gabion STRUCTURE-3

DETAILS OF CHARGES

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

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. 30 cum 37 One Thousand One Hundred Ten Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 221.25 Sqm 187 Forty One Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Fifteen Thousand Four Hundred Eighty Seven Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 75 cum 1384 One Hundred Three Thousand Eight Hundred Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 75 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 30678

D. Gabion STRUCTURE-4

DETAILS OF CHARGES

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

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. 45 cum 37 One Thousand Six Hundred Sixty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 330.25 Sqm 187 Sixty One Thousand Seven Hundred Fifty Six Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Twenty Three Thousand One Hundred Seventeen Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 97.5 cum 1384 One Hundred Thirty Four Thousand Nine Hundred Forty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 97.5 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 39881

Say (as per estimate) 1039800

6 Gabion Structures 1,2,3 & 4 Village Bhagindi, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 3763 Dated 21.01.2026 for Rs. 545700.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 37.5 cum 37 One Thousand Three Hundred Eighty Seven Rupees and Fifty Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 240.75 Sqm 187 Forty Five Thousand Twenty Rupees and Twenty Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Sixteen Thousand Eight Hundred Fifty Two Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 67.5 cum 1384 Ninety Three Thousand Four Hundred Twenty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 67.5 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 27312

B. Gabion STRUCTURE-2

DETAILS OF CHARGES

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

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. 25 cum 37 Nine Hundred Twenty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 161.25 Sqm 187 Thirty Thousand One Hundred Fifty Three Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Eleven Thousand Two Hundred Eighty Seven Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 45 cum 1384 Sixty Two Thousand Two Hundred Eighty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 45 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 18208

C. Gabion STRUCTURE-3

DETAILS OF CHARGES

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

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. 18.75 cum 37 Six Hundred Ninety Three Rupees and Seventy Five Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 121.5 Sqm 187 Twenty Two Thousand Seven Hundred Twenty Rupees and Fifty Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Eight Thousand Five Hundred Five Rupees and No Paise

4 Filling stones or spalls into crate and hand packing 33.75 cum 1384 Forty Six Thousand Seven Hundred Ten Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 33.75 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 13656

D. Gabion STRUCTURE-4

DETAILS OF CHARGES

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

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. 25 cum 37 Nine Hundred Twenty Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 161.25 Sqm 187 Thirty Thousand One Hundred Fifty Three Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Eleven Thousand Two Hundred Eighty Seven Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 45 cum 1384 Sixty Two Thousand Two Hundred Eighty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 45 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 18208

Say (as per estimate) 545700

7 For Construction of Crate Wire Structures, Run Off Control Structure and Inlet (Ghaat) of Pond Project Village Parach ,Tehsil Kharar, District SAS Nagar

Estimate San.No. 19760 Dated 16-12-2025 for Rs. 1716700.00/-

A. CRATE WIRE STRUCTURE-1

1.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 37.5 Per Cum 37 One Thousand Three Hundred Eighty Seven Rupees and Fifty Paise

1.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 240.75 Per Sqm 187 Forty Five Thousand Twenty Rupees and Twenty Five Paise

1.03 Spreading of wire crates as per PWD specifications CSR 23.37 240.75 Per Sqm 70 Sixteen Thousand Eight Hundred Fifty Two Rupees and Fifty Paise

1.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 67.5 Per Cum 1384 Ninety Three Thousand Four Hundred Twenty Rupees and No Paise

1.05 Carriage of Material 67.5 Per Cum 371.49 Twenty Five Thousand Seventy Five Rupees and Fifty Seven Paise

GST DIFFERNCE 12% TO 18% @5.35%

B. CRATE WIRE STRUCTURE-2

1.06 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 75 Per Cum 37 Two Thousand Seven Hundred Seventy Five Rupees and No Paise

1.07 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 588.5 Per Sqm 187 One Hundred Ten Thousand Forty Nine Rupees and Fifty Paise

1.08 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70 Forty One Thousand One Hundred Ninety Five Rupees and No Paise

1.09 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 175 Per Cum 1384 Two Hundred Forty Two Thousand Two Hundred Rupees and No Paise

1.1 Carriage of Material 175 Per Cum 371.49 Sixty Five Thousand Ten Rupees and Seventy Five Paise

GST DIFFERNCE 12% TO 18% @5.35%

C. CRATE WIRE STRUCTURE-3

1.11 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 25 Per Cum 37 Nine Hundred Twenty Five Rupees and No Paise

1.12 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 161.25 Per Sqm 187 Thirty Thousand One Hundred Fifty Three Rupees and Seventy Five Paise

1.13 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70 Eleven Thousand Two Hundred Eighty Seven Rupees and Fifty Paise

1.14 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 45 Per Cum 1384 Sixty Two Thousand Two Hundred Eighty Rupees and No Paise

1.15 Carriage of Material 45 Per Cum 371.49 Sixteen Thousand Seven Hundred Seventeen Rupees and Five Paise

GST DIFFERNCE 12% TO 18% @5.35%

D. CRATE WIRE STRUCTURE-4

1.16 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 75 Per Cum 37 Two Thousand Seven Hundred Seventy Five Rupees and No Paise

1.17 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 588.5 Per Sqm 187 One Hundred Ten Thousand Forty Nine Rupees and Fifty Paise

1.18 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70 Forty One Thousand One Hundred Ninety Five Rupees and No Paise

1.19 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 175 Per Cum 1384 Two Hundred Forty Two Thousand Two Hundred Rupees and No Paise

1.2 Carriage of Material 175 Per Cum 371.49 Sixty Five Thousand Ten Rupees and Seventy Five Paise

GST DIFFERNCE 12% TO 18% @5.35%

E. RUN OFF CONTROL STRUCTURE - KESHO RAM

1.21 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 7.6 Per Cum 38.98 Two Hundred Ninety Six Rupees and Twenty Four Paise

1.22 CC 1:8:16 (Gatka) in foundation 1.02 Per Cum 3433.36 Three Thousand Five Hundred Two Rupees and Two Paise

1.23 CC 1:2:4 (Bajri) 0.34 Per Cum 5058.91 One Thousand Seven Hundred Twenty Rupees and Two Paise

1.24 Random rubble masonry (coursed rubble) in foundation and plinth in cement mortar 1:5 5.42 Per Cum 5144.24 Twenty Seven Thousand Eight Hundred Eighty One Rupees and Seventy Eight Paise

1.25 Add for work in super structure 4 metres above plinth level 3.2 Per Cum 5630.95 Eighteen Thousand Nineteen Rupees and Four Paise

1.26 12.5 mm thick Cement Sand plaster in 1:4 10.49 Per Sqm 213.54 Two Thousand Two Hundred Forty Rupees and Three Paise

1.27 Carriage of Material 14.35 Per Cum 386.95 Five Thousand Five Hundred Fifty Two Rupees and Seventy Three Paise

F. RUN OFF CONTROL STRUCTURE - BANT RAM

1.28 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 9 Per Cum 38.98 Three Hundred Fifty Rupees and Eighty Two Paise

1.29 CC 1:8:16 (Gatka) in foundation 1.16 Per Cum 3433.36 Three Thousand Nine Hundred Eighty Two Rupees and Sixty Nine Paise

1.3 CC 1:2:4 (Bajri) 0.36 Per Cum 5058.91 One Thousand Eight Hundred Twenty One Rupees and Twenty Paise

1.31 Random rubble masonry (coursed rubble) in foundation and plinth in cement mortar 1:5 6.35 Per Cum 5144.24 Thirty Two Thousand Six Hundred Sixty Five Rupees and Ninety Two Paise

1.32 Add for work in super structure 4 metres above plinth level 5.4 Per Cum 5630.95 Thirty Thousand Four Hundred Seven Rupees and Thirteen Paise

1.33 12.5 mm thick Cement Sand plaster in 1:4 16.01 Per Sqm 213.54 Three Thousand Four Hundred Eighteen Rupees and Seventy Seven Paise

1.34 Carriage of Material 19.17 Per Cum 386.95 Seven Thousand Four Hundred Seventeen Rupees and Eighty Three Paise

G. RUN OFF CONTROL STRUCTURE - BALJINDER KUMAR

1.35 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 11.62 Per Cum 38.98 Four Hundred Fifty Two Rupees and Ninety Four Paise

1.36 CC 1:8:16 (Gatka) in foundation 1.66 Per Cum 3433.36 Five Thousand Six Hundred Ninety Nine Rupees and Thirty Seven Paise

1.37 CC 1:2:4 (Bajri) 0.66 Per Cum 5058.91 Three Thousand Three Hundred Thirty Eight Rupees and Eighty Eight Paise

1.38 Random rubble masonry (coursed rubble) in foundation and plinth in cement mortar 1:5 8.02 Per Cum 5144.24 Forty One Thousand Two Hundred Fifty Six Rupees and Eighty Paise

1.39 Add for work in super structure 4 metres above plinth level 5.9 Per Cum 5630.95 Thirty Three Thousand Two Hundred Twenty Two Rupees and Sixty Paise

1.4 12.5 mm thick Cement Sand plaster in 1:4 19.35 Per Sqm 213.54 Four Thousand One Hundred Thirty One Rupees and Ninety Nine Paise

1.41 Carriage of Material 23.18 Per Cum 386.95 Eight Thousand Nine Hundred Sixty Nine Rupees and Fifty Paise

H. RUN OFF CONTROL STRUCTURE - BACHNI DEVI

1.42 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 6.5 Per Cum 38.98 Two Hundred Fifty Three Rupees and Thirty Seven Paise

1.43 CC 1:8:16 (Gatka) in foundation 0.86 Per Cum 3433.36 Two Thousand Nine Hundred Fifty Two Rupees and Sixty Eight Paise

1.44 CC 1:2:4 (Bajri) 0.34 Per Cum 5058.91 One Thousand Seven Hundred Twenty Rupees and Two Paise

1.45 Random rubble masonry (coursed rubble) in foundation and plinth in cement mortar 1:5 4.5 Per Cum 5144.24 Twenty Three Thousand One Hundred Forty Nine Rupees and Eight Paise

1.46 Add for work in super structure 4 metres above plinth level 3.1 Per Cum 5630.95 Seventeen Thousand Four Hundred Fifty Five Rupees and Ninety Four Paise

1.47 12.5 mm thick Cement Sand plaster in 1:4 11.16 Per Sqm 213.54 Two Thousand Three Hundred Eighty Three Rupees and Ten Paise

1.48 Carriage of Material 12.57 Per Cum 386.95 Four Thousand Eight Hundred Sixty Three Rupees and Ninety Six Paise

I. CONSTRUCTION OF INLET (GHAAT) OF POND

1.49 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 28 Per Cum 38.98 One Thousand Ninety One Rupees and Forty Four Paise

1.5 CC 1:8:16 (Gatka) in foundation 16.8 Per Cum 3433.36 Fifty Seven Thousand Six Hundred Eighty Rupees and Forty Four Paise

1.51 CC 1:2:4 (Bajri) 11.2 Per Cum 5058.91 Fifty Six Thousand Six Hundred Fifty Nine Rupees and Seventy Nine Paise

1.52 12.5 mm thick Cement Sand plaster in 1:4 27.44 Per Sqm 213.54 Five Thousand Eight Hundred Fifty Nine Rupees and Fifty Three Paise

1.53 Carriage of Material 40.76 Per Cum 371.49 Fifteen Thousand One Hundred Forty One Rupees and Ninety Three Paise

Say (as per estimate) 1716700

8 Gabion Structures 1 &2 , Village Tandi, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 7630 Dated 20-05-2026 for Rs. 948100.00/-

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

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

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. 75 cum 37 Two Thousand Seven Hundred Seventy Five Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 548.25 Sqm 187 One Hundred Two Thousand Five Hundred Twenty Two Rupees and Seventy Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 548.25 Sqm 70 Thirty Eight Thousand Three Hundred Seventy Seven Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 140 cum 1384 One Hundred Ninety Three Thousand Seven Hundred Sixty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 140 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 60978

B. Gabion STRUCTURE-2

DETAILS OF CHARGES

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

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. 90 cum 37 Three Thousand Three Hundred Thirty Rupees and No Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 607.5 Sqm 187 One Hundred Thirteen Thousand Six Hundred Two Rupees and Fifty Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Forty Two Thousand Five Hundred Twenty Five Rupees and No Paise

4 Filling stones or spalls into crate and hand packing 202.5 cum 1384 Two Hundred Eighty Thousand Two Hundred Sixty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 203 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 88418

Say (as per estimate) 968100 0

9 Water harvesting cum Natural recharging Structure Village Masol,Tehsil & District SAS NAGAR

Estimate San.No. 7695 Dated 20-05-2026 for Rs. 794600.00/-

A. a. WDC PMKSY 2.0 (Water harvesting cum natural recharging structure)

Sr No Particulars Quantity unit Rate with GST difference @ 5.35% Amount in Figures Amount

1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 58.68 Per Cum 38.98 Two Thousand Two Hundred Eighty Seven Rupees and Thirty Four Paise

2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (ii) as per PWD specifications. 6.95 Per Cum 3433.36 Twenty Three Thousand Eight Hundred Sixty One Rupees and Seventy Eight Paise 23861.78

3 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 62.39 Per Cum 5602.51 Three Hundred Forty Nine Thousand Five Hundred Forty Rupees and Fifty Nine Paise

4 Square rubble boulder masonary 1:5 above plinth level CSR 12.35 as per PWD specifications. 41.39 Per Cum 6089.23 Two Hundred Fifty Two Thousand Thirty Three Rupees and Twenty Two Paise

5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.41 Per Cum 5058.9 Twelve Thousand One Hundred Ninety One Rupees and Ninety Four Paise

6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 116.78 Per Sqm 213.54 Twenty Four Thousand Nine Hundred Thirty Seven Rupees and Twenty Paise

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 163.2 7 195.17 Cum 31851.42

Carriage Amount Total

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

Grand Total Amount (say) 71083

TOTAL total (a)

b. Crate wire structure

Sr No Particulars Quantity unit Rate Amount in Figures Amount

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. 5.8 cum 37 Two Hundred Fourteen Rupees and Sixty Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 23.29 Sqm 187 Four Thousand Three Hundred Fifty Five Rupees and Twenty Three Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 One Thousand Six Hundred Thirty Rupees and Thirty Paise

4 Filling stones or spalls into crate and hand packing 5.8 cum 1384 Eight Thousand Twenty Seven Rupees and Twenty Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 5.8 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 2526

TOTAL total (b)

Silt detention Structure

Sr No Particulars Quantity unit Rate Amount in Figures Amount

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. 8.75 cum 37 Three Hundred Twenty Three Rupees and Seventy Five Paise

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 49.75 Sqm 187 Nine Thousand Three Hundred Three Rupees and Twenty Five Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc Sqm 70 Three Thousand Four Hundred Eighty Two Rupees and Fifty Paise

4 Filling stones or spalls into crate and hand packing 15 cum 1384 Twenty Thousand Seven Hundred Sixty Rupees and No Paise

GST difference 12 to 18 % @5.35%

Total abstract of Labour charges

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 15 7 195.17 Cum 2927.52

Carriage Amount Total

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

Grand Total Amount (say) 6533

TOTAL total (c)

SAY(as per estimate) 794600

10 Construction of Spurs (Land Protection Work), Village Rakoli, Tehsil Kharar, District S.A.S Nagar

Estimate San.No. 7258 Dated 15-05-2026 for Rs. 1047000.00/-

Name of Scheme SWC-40

A. Gabion STRUCTURE-1

DETAILS OF CHARGES

Sr. No Particulars Qty Unit Rate with GST difference @ 5.35% Rate (In figures) Amount (Rs.)

1 Earthwork in excavation for the bed of crate wire 180 cum 38.98 Seven Thousand Sixteen Rupees and Thirty One Paise 7016.31

2 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15cm by 15 cm mesh 1257.5 Sqm 197 Two Hundred Forty Seven Thousand Seven Hundred Twenty Seven Rupees and Fifty Paise

3 Spreading wire crates over pitching connecting with side protective wall inclusive of wire etc 1257.5 Sqm 73.75 Ninety Two Thousand Seven Hundred Forty Rupees and Sixty Two Paise

4 Filling stones or spalls into crate and hand packing 387.5 cum 1458.04 Five Hundred Sixty Four Thousand Nine Hundred Ninety Rupees and Fifty Paise

Total abstract of Labour charges 912475

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 387.5 7 195.17 Cum

Carriage Amount Total

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

Grand Total Amount (say) 134536

GRAND TOTAL 1047000

GRAND TOTAL OF ALL PROJECTS