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Tender Value
₹89.4 L
EMD Value
₹1.8 L
Closing Date
25 Sept 2026, 11:00 am3d left
Divisional Soil conservation officer hoshiarpur
Room No. 440 to 444 4th floor admin complex Hoshiarpur
Construction of Stone Masonry Retaining Wall for pond protection Inlet Structure and Crate wire structure at Vill Bankaranpur Tung Depur Passi Karora Beh Fatto Barhi Balam Patti Nathuwal Naurangpur and Patti Jhangera under Sub Division Talwara
2026_DOA_175004_2
DSWC/HSP/2026-2027/17
Open Tender
Civil Works
Percentage
90 days
different villages of Talwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹1.8 L
18 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
Tender No. DSWC/HSP/2026-2027/17
Construction of Stone Masonry Retaining wall for pond protection, Inlet structure and Crate Wire Structures at Vill. Bankaranpur, Tung, Depur, Passi Karora, Beh Fatto, Barhi Balam Patti, Nathuwal, Naurangpur and Patti Jhangera under Sub Div Talwara
RATES FOR CIVIL WORK( Approved by CCS PUNJAB Chandigarh)
Name & Address of Firm/ Bidder
Total Estimated Cost 8941800
Quoted by Contractor (as %age less of estimated Amount) Less (-%) Amount Quoted
1. Stone Masonry Retaining wall for pond protection and Crate Wire Structure
Village Bankaranpur Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 13474 dated 11-08-2026 Amount = 11,90,100/- o/o CCS Punjab, Chandigarh
1.1 Stone Masonry Retaining wall for pond protection
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 45.5 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 9.1 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 36.4 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 83.13 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 1.05 Per Cum 4929.33
6 Carriage of material 182.4 Per Cum 279.23
1.2 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 66 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 599.75 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 599.75 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 129 Per Cum 1458.04
5 Carriage of material 129 Per Cum 279.23
1.3 Display Board
Sr. No. Particulars Qty unit Rate Amount
1 Display Board 6'X4' Complete in all respect 1 no 3000
TOTAL (A) SAY = 1190100
2. Stone Masonry Retaining wall for pond protection and Crate Wire Structure
Village Tung Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 13487 dated 11-08-2026 Amount = 08,73,500/- o/o CCS Punjab, Chandigarh
2.1 Stone Masonry Retaining wall for pond protection
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 25 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 5 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 20 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 28.13 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 0.63 Per Cum 4929.33
6 Carriage of material 75.72 Per Cum 325.35
2.2 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 90 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 823 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 823 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 177 Per Cum 1458.04
5 Carriage of material 177 Per Cum 325.35
2.3 Display Board
Sr. No. Particulars Qty unit Rate Amount
1 Display Board 6'X4' Complete in all respect 1 no 3000
TOTAL (B) SAY = 873500
3. Stone pitching for pond protection and Crate Wire Structure
Village Depur Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 13517 dated 11-08-2026 Amount = 10,30,300/- o/o CCS Punjab, Chandigarh
3.1 Stone Masonry Bank Protection wall for pond
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 62 Per Cum 38.98
2 Compacting original ground below embankment. Loosening, levelling and compacting ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 13.5 Per Cum 32.45
3 C.C. 1:6:12 in foundation with 40 mm gauge stone aggregate CSR 10.9(b)(i) as per PWD specifications. 19.5 Per Cum 3475.5
4 Squared Rubbled Masonary 1:5 in foundation and plinth CSR 12.17 38.21 Per Cum 5602.51
5 Grouting Stone filling or pitching with mortar as per CSR 23.45 (b) 80.82 Per sqm 181.2
6 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 2 Per Cum 4929.33
7 Carriage of material 109.38 Per Cum 279.23
3.2 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 120 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 1059.5 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 1059.5 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 228 Per Cum 1458.04
5 Carriage of material 228 Per Cum 279.23
3.3 Display Board
Sr. No. Particulars Qty unit Rate Amount
1 Display Board 6'X4' Complete in all respect 1 no 3000
TOTAL (C) SAY = 1030300
4. Stone Masonry Retaining wall, Inlet Structure of pond and Crate Wire Structure
Village Passi Karora Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 13521 dated 11-08-2026 Amount = 10,48,600/- o/o CCS Punjab, Chandigarh
4.1 Stone Masonry Retaining wall for pond protection
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.8 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 2.16 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 8.64 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 10.08 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 0.3 Per Cum 4929.33
6 Carriage of material 29.85 Per Cum 279.23
4.2 Stone Masonry Retaining wall for pond protection
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 20 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 4 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 16 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 22.5 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 0.5 Per Cum 4929.33
6 Carriage of material 60.58 Per Cum 279.23
4.3 Stone Masonry Retaining wall for pond protection
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 17.27 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 5.47 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 8.7 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 2.52 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 3.22 Per Cum 4929.33
6 Carriage of material 28.26 Per Cum 279.23
4.4 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 97.2 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 850.25 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 850.25 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 183 Per Cum 1458.04
5 Carriage of material 183 Per Cum 279.23
4.5 Display Board
Sr. No. Particulars Qty unit Rate Amount
1 Display Board 6'X4' Complete in all respect 1 no 3000
TOTAL (D) SAY = 1048600
5. Stone Masonry Retaining wall for pond protection and Gabbion Structure
Village Beh Fatto Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 15215 dated 02-09-2026 Amount = 10,42,200/- o/o CCS Punjab, Chandigarh
5.1 Stone Masonry Retaining wall
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 36 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 7.2 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 28.8 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 51 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 0.75 Per Cum 4929.32
6 Carriage of material 123.53 Per Cum 325.35
5.2 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 84 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 753 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 753 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 162 Per Cum 1458.04
5 Carriage of material 162 Per Cum 325.35
5.3 Display Board
1 Add. Contigency @ 0.5%
TOTAL (E) SAY = 1042200
6. Stone Masonry Retaining wall for pond protection, Protection wall and Crate Wire Structure
Village Barhi Balam Patti Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 15221 dated 02-09-2026 Amount = 08,18,500/- o/o CCS Punjab, Chandigarh
6.1 Stone Masonry Retaining wall for pond
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 24.4 Per Cum 38.98
2 Compacting original ground below embankment. Loosening, levelling and compacting ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 9 Per Cum 32.45
3 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 7.6 Per Cum 3316.42
4 Squared Rubbled Masonary 1:5 in foundation and plinth CSR 12.17 5.58 Per Cum 5602.51
5 Stone or Kankar block pitching on slopes of guide bandh and protection works 13.43 Per Cum 1904.72
6 Grouting Stone filling or pitching with mortar as per CSR 23.45 (b) 53.7 Per sqm 181.2
7 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 1.12 Per Cum 4929.32
8 Carriage of material 36.82 Per Cum 325.35
Sub Total = 110468
6.2 Stone Masonry Retaining wall
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 31.5 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 6.3 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 25.2 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 34.88 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 0.75 Per Cum 4929.32
6 Carriage of material 94.57 Per Cum 325.35
Sub Total = 410051
6.3 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 48 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 446.5 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 446.5 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 96 Per Cum 1458.04
5 Carriage of material 96 Per Cum 325.35
6.4 Display Board
1 Add. Contigency @ 0.5%
TOTAL (F) SAY = 818500
7. Stone Masonry Retaining wall for pond protection, Protection wall, Inlet Ramp of pond and Crate Wire Structure
Village Nathuwal Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 15218 dated 02-09-2026 Amount = 09,06,200/- o/o CCS Punjab, Chandigarh
7.1 Stone Masonry Retaining wall for pond
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 64.4 Per Cum 38.98
2 Compacting original ground below embankment. Loosening, levelling and compacting ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 21 Per Cum 32.45
3 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 19.6 Per Cum 3316.42
4 Squared Rubbled Masonary 1:5 in foundation and plinth CSR 12.17 17.6 Per Cum 5602.51
5 Stone or Kankar block pitching on slopes of guide bandh and protection works 31.4 Per Cum 1904.72
6 Grouting Stone filling or pitching with mortar as per CSR 23.45 (b) 125.6 Per sqm 181.2
7 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 3.52 Per Cum 4929.32
8 Carriage of material 96.47 Per Cum 325.35
7.2 Inlet structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 17.27 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 5.47 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 8.86 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 2.52 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 3.22 Per Cum 4929.32
6 Carriage of material 28.49 Per Cum 279.23
Sub Total = 107539
7.3 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 84 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 753 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 753 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 162 Per Cum 1458.04
5 Carriage of material 162 Per Cum 325.35
7.4 Display Board
1 Add. Contigency @ 0.5%
TOTAL (G) SAY = 906200
8. Stone Masonry Retaining wall for pond protection and Crate Wire Structure
Village Naurangpur Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 15212 dated 02-09-2026 Amount = 12,56,900/- o/o CCS Punjab, Chandigarh
8.1 Stone Masonry Retaining wall
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 48 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6(b)(i) as per PWD specifications. 9.6 Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below ground level CSR 12.17 38.4 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 as per PWD specifications. 85.8 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(i) as per PWD specifications. 0.9 Per Cum 4929.32
6 Carriage of material 189.5 Per Cum 325.35
8.2 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 68.4 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 627.75 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 627.75 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 135 Per Cum 1458.04
5 Carriage of material 135 Per Cum 325.35
8.3 Display Board
1 Add. Contigency @ 0.5%
TOTAL (H) SAY = 1256900
9. Crate Wire Structure
Village Patti Jhangera Tehsil Mukerian & Distt. Hoshiarpur
Estimate under sanctioning process
9.1 Crate Wire structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 120 Per Cum 38.98
2 Weaving of wire mesh 15x15cm as per PWD specifications CSR 23.29 1173 Per Sqm 197
3 Spreading of wire mesh 15x15cm as per PWD specifications CSR 23.37 1173 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 252 Per Cum 1458.04
5 Carriage of material 252 Per Cum 325.35
9.2 Display Board
1 Add. Contigency @ 0.5%
TOTAL (I) SAY = 775500
GRAND TOTAL (A+B+C+D+E+F+G+H+I) =
1.The list of works may be modified by way of addition or deletion, depending upon the availability of funds and administrative requirements.
2.The quantities indicated are tentative and may vary. The actual quantities shall be communicated at the time of issuance of the Work Order.
3.The rates of carriage are provisional and may undergo minor variation, subject to the final approval of the estimate by the Competent Authority.
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