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Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
31 Aug 2026, 12:20 pm
DIVISIONAL SOIL CONSERVATION OFFICER SAS NAGAR
Soil Conservation Complex, Sector 56, SAS Nagar
Construction of crate wire structure and field drop structures village Bari Purkhali Hirdapur Bagwali NaurangpurJhandian Harnampur Bada Pind Bharatgarh Beli
2026_DOA_173332_2
DSWC/MOH/2026-2027/11
Open Tender
Civil Works
Percentage
90 days
Ropar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹1.8 L
21 Aug 2026
21 Aug 2026
31 Aug 2026
21 Aug 2026
31 Aug 2026
21 Aug 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
Tender No. DSWC/MOH/2026-27/11
(1) Construction of Crate Wire Structures and Stone Masonry Field Drop Structures at Village Bari , Purkhali,Hirdapur,Bagwali,Naurangpur Jhandian,Harnampur,Bada Pind,Bharatgarh and Beli Tehsil and District Ropar
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 For Construction of Crate Wire Structures No. 8 , 9 and 10 Project Village Bari,Tehsil & District Rupnagar
Estimate San.No. Dated for Rs. 3,54,202/-
A. Crarte Wire Structure No. 8 (Scheme -PMKSY WDC 2.0 )
1.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 14 Per Cum 37
1.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 101 Per Cum 187
1.03 Spreading of wire crates as per PWD specifications CSR 23.37 101 Per Cum 70
1.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 31.5 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. Crarte Wire Structure No. 9 (Scheme -PMKSY WDC 2.0)
1.05 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 14 Per Cum 37
1.06 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 101 Per Cum 187
1.07 Spreading of wire crates as per PWD specifications CSR 23.37 101 Per Cum 70
1.08 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 31.5 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
C. Crate Wire Structure No. 10 (Scheme -PMKSY WDC 2.0))
1.09 E/w excavation in gravel soil for trench of masonry str. CSR 6.6 as per PWD specifications 40 Per Cum 37
1.1 Earth Filling CSR 6.6 272.5 Per Cum 187
1.11 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.7 b (i) as per PWD specifications. 272.5 Per Cum 70
1.12 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 90 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
2 For Construction of Crate Wire Structures 5 to 6 Project Village-Purkhali ,Tehsil & District Rupnagar
Estimate San.No. Dated for Rs. 5,30,357/-
A. Crarte Wire Structure-5 (Scheme -PMKSY WDC 2.0)
2.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 75 Per Cum 37
2.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 489 Per Cum 187
2.03 Spreading of wire crates as per PWD specifications CSR 23.37 489 Per Cum 70
2.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 180 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. Crarte Wire Structure-6 (Scheme -PMKSY WDC 2.0)
2.05 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 25 Per Cum 37
2.06 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 163 Per Cum 187
2.07 Spreading of wire crates as per PWD specifications CSR 23.37 163 Per Cum 70
2.08 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 60 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
3 For Construction of Crate Wire Structures No. 2 to 3 And Field Drop Structures 10 to 24 . Project Village Hirdapur,Tehsil & District Rupnagar
Estimate San.No. Dated for Rs. 24,58,062 /-
A. Crarte Wire Structure No. 2 (Scheme - -PMKSY WDC 2.0 )
3.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 25 Per Cum 37
3.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 163 Per Cum 187
3.03 Spreading of wire crates as per PWD specifications CSR 23.37 163 Per Cum 70
3.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 60 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. Crarte Wire Structure No. 3 (Scheme - PMKSY WDC 2.0 )
3.05 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 25 Per Cum 37
3.06 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 196 Per Cum 187
3.07 Spreading of wire crates as per PWD specifications CSR 23.37 196 Per Cum 70
3.08 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 70 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
C STONE MASONARY FIELD DROP STRUCTURE NO -10
3.09 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
3.1 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
3.11 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
3.12 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
3.13 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
3.14 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
D STONE MASONARY FIELD DROP STRUCTURE NO -11
3.15 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 15.1 Per Cum 37
3.16 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.56 Per Cum 3299
3.17 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 12.22 Per Cum 5318
3.18 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 14.96 Per Cum 5780
3.19 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.07 Per Cum 4679
3.2 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 29.07 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
E STONE MASONARY FIELD DROP STRUCTURE NO -12
3.21 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 15.1 Per Cum 37
3.22 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.56 Per Cum 3299
3.23 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 12.22 Per Cum 5318
3.24 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 14.96 Per Cum 5780
3.25 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.07 Per Cum 4679
3.26 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 29.07 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
F STONE MASONARY FIELD DROP STRUCTURE NO -13
3.27 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 12.66 Per Cum 37
3.28 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.44 Per Cum 3299
3.29 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 11.82 Per Cum 5318
3.3 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 17.66 Per Cum 5780
3.31 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.04 Per Cum 4679
3.32 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 28.08 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
G STONE MASONARY FIELD DROP STRUCTURE NO -14
3.33 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 15.1 Per Cum 37
3.34 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.56 Per Cum 3299
3.35 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 12.22 Per Cum 5318
3.36 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 14.96 Per Cum 5780
3.37 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.07 Per Cum 4679
3.38 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 29.07 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
H STONE MASONARY FIELD DROP STRUCTURE NO -15
3.39 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.4 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.41 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.42 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.43 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.44 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
I STONE MASONARY FIELD DROP STRUCTURE NO -16
3.45 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.46 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.47 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.48 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.49 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.5 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
J STONE MASONARY FIELD DROP STRUCTURE NO -17
3.51 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.52 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.53 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.54 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.55 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.56 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
K STONE MASONARY FIELD DROP STRUCTURE NO -18
3.57 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.58 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.59 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.6 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.61 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.62 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
L STONE MASONARY FIELD DROP STRUCTURE NO -19
3.63 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.64 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.65 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.66 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.67 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.68 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
M STONE MASONARY FIELD DROP STRUCTURE NO -20
3.69 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.7 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.71 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.72 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.73 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.74 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
N STONE MASONARY FIELD DROP STRUCTURE NO -21
3.75 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.76 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.77 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.78 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.79 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.8 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
O STONE MASONARY FIELD DROP STRUCTURE NO -22
3.81 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
3.82 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
3.83 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
3.84 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
3.85 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
3.86 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
P STONE MASONARY FIELD DROP STRUCTURE NO -23
3.87 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 16.07 Per Cum 37
3.88 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 4.16 Per Cum 3299
3.89 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 10.98 Per Cum 5318
3.9 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 28.16 Per Cum 5780
3.91 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.52 Per Cum 4679
3.92 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 63.11 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
Q STONE MASONARY FIELD DROP STRUCTURE NO -24
3.93 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
3.94 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
3.95 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
3.96 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
3.97 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
3.98 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
4 For Construction of Field Drop Structures 1 to 07 . Project Village Bagwali,Tehsil & District Rupnagar
Estimate San.No. Dated for Rs. /-
A STONE MASONARY FIELD DROP STRUCTURE NO -1
4.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
4.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
4.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 1.94 Per Cum 5318
4.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
4.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
4.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
B STONE MASONARY FIELD DROP STRUCTURE NO -2
4.07 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
4.08 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
4.09 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
4.1 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
4.11 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
4.12 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
C STONE MASONARY FIELD DROP STRUCTURE NO -3
4.13 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.576 Per Cum 37
4.14 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.73 Per Cum 3299
4.15 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 5.93 Per Cum 5318
4.16 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 3.75 Per Cum 5780
4.17 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.32 Per Cum 4679
4.18 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 12.68 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
D STONE MASONARY FIELD DROP STRUCTURE NO -4
4.19 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.576 Per Cum 37
4.2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.73 Per Cum 3299
4.21 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 5.93 Per Cum 5318
4.22 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 3.75 Per Cum 5780
4.23 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.32 Per Cum 4679
4.24 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 12.68 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
C STONE MASONARY FIELD DROP STRUCTURE NO -5
4.25 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 12.66 Per Cum 37
4.26 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.44 Per Cum 3299
4.27 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 11.82 Per Cum 5318
4.28 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 17.66 Per Cum 5780
4.29 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.04 Per Cum 4679
4.3 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 28.08 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
D STONE MASONARY FIELD DROP STRUCTURE NO -6
4.31 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 16.07 Per Cum 37
4.32 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 4.16 Per Cum 3299
4.33 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 10.98 Per Cum 5318
4.34 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 28.16 Per Cum 5780
4.35 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.52 Per Cum 4679
4.36 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 63.11 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
E STONE MASONARY FIELD DROP STRUCTURE NO -7
4.37 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 12.66 Per Cum 37
4.38 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.44 Per Cum 3299
4.39 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 11.82 Per Cum 5318
4.4 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 17.66 Per Cum 5780
4.41 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.04 Per Cum 4679
4.42 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 28.08 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
5 For Construction of Field Drop Structures . Project Village Nurangpur Jhandiyan,Tehsil & District Rupnagar
Estimate San.No. Dated for Rs. /-
A STONE MASONARY FIELD DROP STRUCTURE NO -5
5.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 12.66 Per Cum 37
5.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.44 Per Cum 3299
5.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 11.82 Per Cum 5318
5.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 17.66 Per Cum 5780
5.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.04 Per Cum 4679
5.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 28.08 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
6 For Construction of Field Drop Structures . Project Village Harnampur,Tehsil & District Rupnagar
Estimate San.No. Dated for Rs. /-
A STONE MASONARY FIELD DROP STRUCTURE NO -4
6.06 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
6.07 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
6.08 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
6.09 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
6.1 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
6.11 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
B STONE MASONARY FIELD DROP STRUCTURE NO -5
6.12 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
6.13 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
6.14 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
6.15 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
6.16 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
6.17 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
C STONE MASONARY FIELD DROP STRUCTURE NO -6
6.18 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
6.19 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
6.2 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
6.21 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
6.22 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
6.23 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
D STONE MASONARY FIELD DROP STRUCTURE NO -7
6.24 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
6.25 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
6.26 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
6.27 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
6.28 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
6.29 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
E STONE MASONARY FIELD DROP STRUCTURE NO -8
6.3 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 6.26 Per Cum 37
6.31 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.82 Per Cum 3299
6.32 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 6.2 Per Cum 5318
6.33 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 4.65 Per Cum 5780
6.34 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.58 Per Cum 4679
6.35 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 13.73 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
F STONE MASONARY FIELD DROP STRUCTURE NO -9
6.36 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
6.37 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
6.38 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
6.39 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
6.4 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
6.41 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
G STONE MASONARY FIELD DROP STRUCTURE NO -10
6.42 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.97 Per Cum 37
6.43 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.15 Per Cum 3299
6.44 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 9.7 Per Cum 5318
6.45 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 10.07 Per Cum 5780
6.46 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.95 Per Cum 4679
6.47 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 21.52 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
H STONE MASONARY FIELD DROP STRUCTURE NO -11
6.48 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 16.07 Per Cum 37
6.49 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 4.16 Per Cum 3299
6.5 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 10.98 Per Cum 5318
6.51 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 28.16 Per Cum 5780
6.52 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.52 Per Cum 4679
6.53 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 63.11 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
1 For Construction of Crate Wire Structures/Retaining Walls No.1,2,3 & 4 Project Village : Bada Pind,Tehsil & District Rupnagar
Estimate San. No. Dated for Rs.1222309 /-
A. Crarte Wire Structure/Retaining Wall No. 1 (Scheme - PMKSY WDC 2.0)
S.No. Item of Work Qty. Unit Rate Total
8.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 56 Per Cum 37
8.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 396.8 Per Cum 187
8.03 Spreading of wire crates as per PWD specifications CSR 23.37 396.8 Per Cum 70
8.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 134.4 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. Crarte Wire Structure/Retaining Wall No. 2 (Scheme - PMKSY WDC 2.0)
8.05 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 56 Per Cum 37
8.06 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 396.8 Per Cum 187
8.07 Spreading of wire crates as per PWD specifications CSR 23.37 396.8 Per Cum 70
8.08 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 134.4 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
C. Crarte Wire Structure/Retaining Wall No. 3 (Scheme - PMKSY WDC 2.0)
8.09 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 56 Per Cum 37
8.1 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 396.8 Per Cum 187
8.11 Spreading of wire crates as per PWD specifications CSR 23.37 396.8 Per Cum 70
8.12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 134.4 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
D. Crarte Wire Structure/Retaining Wall No. 4 (Scheme - PMKSY WDC 2.0)
8.13 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 56 Per Cum 37
8.14 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 396.8 Per Cum 187
8.15 Spreading of wire crates as per PWD specifications CSR 23.37 396.8 Per Cum 70
8.16 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 134.4 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
GRAND TOTAL OF CWS NO. 1,2,3 & 4
Round Off ( as per each structure ) 0.47
Final Sanctioned Amount
9 For Construction of Crate Wire Structures/Retaining Walls No.1,2 & 3 Project Village Bharatgarh,Tehsil & District Rupnagar
Estimate San. No. Dated for Rs. 1386980/-
A. Crarte Wire Structure/Retaining Wall No. 1 (Scheme - PMKSY WDC 2.0)
9.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 86.4 Per Cum 37
9.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 671.52 Per Cum 187
9.03 Spreading of wire crates as per PWD specifications CSR 23.37 671.52 Per Cum 70
9.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 190.08 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. Crarte Wire Structure/Retaining Wall No. 2 (Scheme - PMKSY WDC 2.0)
9.05 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 86.4 Per Cum 37
9.06 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 671.52 Per Cum 187
9.07 Spreading of wire crates as per PWD specifications CSR 23.37 671.52 Per Cum 70
9.08 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 190.08 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
C. Crarte Wire Structure/Retaining Wall No. 3 (Scheme - PMKSY WDC 2.0)
9.09 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 86.4 Per Cum 37
9.1 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 671.52 Per Cum 187
9.11 Spreading of wire crates as per PWD specifications CSR 23.37 671.52 Per Cum 70
9.12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 190.08 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
Final Sanctioned Amount
10 For Construction of Crate Wire Structures/Retaining Walls No.1 & 2 Project Village Beli,Tehsil & District Rupnagar
Estimate San. No. Dated for Rs. 1025433 /-
A. Crarte Wire Structure/Retaining Wall No. 1 (Scheme - PMKSY WDC 2.0)
10.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 86.4 Per Cum 37
10.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 671.52 Per Cum 187
10.03 Spreading of wire crates as per PWD specifications CSR 23.37 671.52 Per Cum 70
10.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 224.64 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. Crarte Wire Structure/Retaining Wall No. 2 (Scheme - PMKSY WDC 2.0)
10.05 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 86.4 Per Cum 37
10.06 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 671.52 Per Cum 187
10.07 Spreading of wire crates as per PWD specifications CSR 23.37 671.52 Per Cum 70
10.08 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 224.64 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
GRAND TOTAL OF CWS/Rt. Wall NO. 1 & 2
Final Sanctioned Amount
Total Tender 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.
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