Repair And Maintenance Of Damaged Sections Of The Pre-Fabricated Lining In The Canals Of The Mant Branch Canal System., Khurja-Uttar Pradesh

TDR : 53375916

Tender Notice
BOQ

6 Days Left

Khurja , Uttar Pradesh

Tender Brief : Repair And Maintenance Of Damaged Sections Of The Pre-Fabricated Lining In The Canals Of The Mant Branch Canal System.

Document Fees
₹ 5944 /-

EMD
₹ 3200000.0 /-

Tender Value
₹ 16 Crore /-

Submission Date
17-01-2026

Competition Type
Indian

Bidding Type
Tender

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1	Cleaning thick bushes and thorney jungle without uprooting all as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=10350.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 5253.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 6320 Sqm (iv) Utraoli Dy Km 0.00-8.500= 31955 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 28262 Sqm
2	Cleaning thick bushes and thorney jungle without uprooting all as directed by Engineer-in-Charge (B) In District Aligarh (i)Jewar Dy Km 33.600-37.007, 41.834-50.832 =16374.00 (ii)Baroda Dy-II Km 49.500-50.900=3375 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =4500 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =8100 Sqm.
3	Dismantling C.C. or brick or granolithic floor including base concrete and including stacking of dismantled material with in 60 M distance. as directed by Engineer-in-Charge (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=329.00 Cum, (ii)Jewar Dy Km 29.620-33.200= 1395.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 543 Cum. (iv) Utraoli Dy Km 0.00-8.500= 672 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 64 Cum.
4	Dismantling C.C. or brick or granolithic floor including base concrete and including stacking of dismantled material with in 60 M distance. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =5378.00 Cum (ii) Baroda Dy-II Km 49.500-50.900=70 Cum (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =106 Cum (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =62 Cum
5	Earth work in cutting or in embankment in ordinary soil i/c ramming and dressing the surface to required levels i/c 1.50m lift and 30M lead. The earth from cutting to be used in making embankment or to be diposited as spoil bankswithin 30m distance as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=552.00 Cum. (ii)Jewar Dy Km 29.620-33.200= 1861.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 1065 Cum. (iv) Utraoli Dy Km 0.00-8.500= 470 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 2588 Cum.
6	Earth work in cutting or in embankment in ordinary soil i/c ramming and dressing the surface to required levels i/c 1.50m lift and 30M lead. The earth from cutting to be used in making embankment or to be diposited as spoil bankswithin 30m distance as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =5191.00 Cum. (ii) Baroda Dy-II Km 49.500-50.900=135 Cum. (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =226 Cum. (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =114 Cum.
7	Sand filling with fine sand under C.C. Lining. as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-1.000=1580.00 Cum. (ii)Jewar Dy Km 29.620-33.200= 1861.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 540 Cum. (iv) Utraoli Dy Km 0.00-8.500= 672 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 1711 Cum.
8	Sand filling with fine sand under C.C. Lining. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =5191.00 Cum. (ii) Baroda Dy-II Km 49.500-50.900=338 Cum. (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =631 Cum. (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =329 Cum.
9	Supplying and laying 250 Micron LDPE film under CC linning , i/c all cost of material, labour and T&P etc complete as directed by engineer in charge. - Per Sqm (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=17565.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 18607.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 5376 Sqm (iv) Utraoli Dy Km 0.00-8.500= 8963 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 17111 Sqm
10	Supplying and laying 250 Micron LDPE film under CC linning , i/c all cost of material, labour and T&P etc complete as directed by engineer in charge. - Per Sqm (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =66754.00 (ii) Baroda Dy-II Km 49.500-50.900=3746 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =7009 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =3650 Sqm
11	75 mm thick Cement Concrete 1:2:4 in lining (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate 12mm-20mm nominal size) i/c cost of shuttering, all material, labour, and T&P etc complete. as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=17565.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 18607.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 5376 Sqm (iv) Utraoli Dy Km 0.00-8.500= 8963 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 17111 Sqm
12	75 mm thick Cement Concrete 1:2:4 in lining (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate 12mm-20mm nominal size) i/c cost of shuttering, all material, labour, and T&P etc complete. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =51910.00 (ii) Baroda Dy-II Km 49.500-50.900=3746 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =7009 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =3650 Sqm
13	Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate with 12-20 mm for making Sleeper and Patra i/c cost of all material, labour, and T&P etc complete. For Patra making, as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=800.00 Cum. (ii)Jewar Dy Km 29.620-33.200= 334.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 238 Cum. (iv) Utraoli Dy Km 0.00-8.500= 412 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 1025 Cum.
14	Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate with 12-20 mm for making Sleeper and Patra i/c cost of all material, labour, and T&P etc complete. For Patra making, as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =1170.00 Cum. (ii) Baroda Dy-II Km 49.500-50.900=242 Cum. (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =332 Cum. (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =364 Cum.
15	Centering and shuttering for C.C. work i/c cost of shuttering material, labour and T&P required for proper completion of work. as directed by Engineer-in-Charge (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=2298.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 557.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 312 Sqm (iv) Utraoli Dy Km 0.00-8.500= 2092 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 6493 Sqm
16	Centering and shuttering for C.C. work i/c cost of shuttering material, labour and T&P required for proper completion of work. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =2417.00 (ii) Baroda Dy-II Km 49.500-50.900=604 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =1180 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =1318 Sqm
17	Supply and fixing joint filter board/ Rubber sheet in joint between pannels of lining - Per Rm (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=9261.00 Rm (ii)Jewar Dy Km 29.620-33.200= 6202.00 Rm (iii) Nizampur Dy Km 0.000-1.540= 1646 Rm (iv) Utraoli Dy Km 0.00-8.500= 6837 Rm (v) Girdharpur Dy Km 0.000-7.000 = 16976 Rm
18	Supply and fixing joint filter board/ Rubber sheet in joint between pannels of lining - Per Rm (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =32146.00 Rm (ii) Baroda Dy-II Km 49.500-50.900=503 Rm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =3247 Rm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =1764 Rm Please Enable Macros to View BoQ information

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Repair And Maintenance Of Damaged Sections Of The Pre-Fabricated Lining In The Canals Of The Mant Branch Canal System., Khurja-Uttar Pradesh

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Sl. No.	Item Description
1	Cleaning thick bushes and thorney jungle without uprooting all as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=10350.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 5253.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 6320 Sqm (iv) Utraoli Dy Km 0.00-8.500= 31955 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 28262 Sqm
2	Cleaning thick bushes and thorney jungle without uprooting all as directed by Engineer-in-Charge (B) In District Aligarh (i)Jewar Dy Km 33.600-37.007, 41.834-50.832 =16374.00 (ii)Baroda Dy-II Km 49.500-50.900=3375 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =4500 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =8100 Sqm.
3	Dismantling C.C. or brick or granolithic floor including base concrete and including stacking of dismantled material with in 60 M distance. as directed by Engineer-in-Charge (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=329.00 Cum, (ii)Jewar Dy Km 29.620-33.200= 1395.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 543 Cum. (iv) Utraoli Dy Km 0.00-8.500= 672 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 64 Cum.
4	Dismantling C.C. or brick or granolithic floor including base concrete and including stacking of dismantled material with in 60 M distance. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =5378.00 Cum (ii) Baroda Dy-II Km 49.500-50.900=70 Cum (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =106 Cum (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =62 Cum
5	Earth work in cutting or in embankment in ordinary soil i/c ramming and dressing the surface to required levels i/c 1.50m lift and 30M lead. The earth from cutting to be used in making embankment or to be diposited as spoil bankswithin 30m distance as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=552.00 Cum. (ii)Jewar Dy Km 29.620-33.200= 1861.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 1065 Cum. (iv) Utraoli Dy Km 0.00-8.500= 470 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 2588 Cum.
6	Earth work in cutting or in embankment in ordinary soil i/c ramming and dressing the surface to required levels i/c 1.50m lift and 30M lead. The earth from cutting to be used in making embankment or to be diposited as spoil bankswithin 30m distance as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =5191.00 Cum. (ii) Baroda Dy-II Km 49.500-50.900=135 Cum. (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =226 Cum. (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =114 Cum.
7	Sand filling with fine sand under C.C. Lining. as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-1.000=1580.00 Cum. (ii)Jewar Dy Km 29.620-33.200= 1861.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 540 Cum. (iv) Utraoli Dy Km 0.00-8.500= 672 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 1711 Cum.
8	Sand filling with fine sand under C.C. Lining. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =5191.00 Cum. (ii) Baroda Dy-II Km 49.500-50.900=338 Cum. (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =631 Cum. (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =329 Cum.
9	Supplying and laying 250 Micron LDPE film under CC linning , i/c all cost of material, labour and T&P etc complete as directed by engineer in charge. - Per Sqm (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=17565.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 18607.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 5376 Sqm (iv) Utraoli Dy Km 0.00-8.500= 8963 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 17111 Sqm
10	Supplying and laying 250 Micron LDPE film under CC linning , i/c all cost of material, labour and T&P etc complete as directed by engineer in charge. - Per Sqm (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =66754.00 (ii) Baroda Dy-II Km 49.500-50.900=3746 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =7009 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =3650 Sqm
11	75 mm thick Cement Concrete 1:2:4 in lining (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate 12mm-20mm nominal size) i/c cost of shuttering, all material, labour, and T&P etc complete. as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=17565.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 18607.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 5376 Sqm (iv) Utraoli Dy Km 0.00-8.500= 8963 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 17111 Sqm
12	75 mm thick Cement Concrete 1:2:4 in lining (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate 12mm-20mm nominal size) i/c cost of shuttering, all material, labour, and T&P etc complete. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =51910.00 (ii) Baroda Dy-II Km 49.500-50.900=3746 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =7009 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =3650 Sqm
13	Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate with 12-20 mm for making Sleeper and Patra i/c cost of all material, labour, and T&P etc complete. For Patra making, as directed by Engineer-in-Charge (A)In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=800.00 Cum. (ii)Jewar Dy Km 29.620-33.200= 334.00 Cum. (iii) Nizampur Dy Km 0.000-1.540= 238 Cum. (iv) Utraoli Dy Km 0.00-8.500= 412 Cum. (v) Girdharpur Dy Km 0.000-7.000 = 1025 Cum.
14	Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand : 4 Graded Stone aggregate with 12-20 mm for making Sleeper and Patra i/c cost of all material, labour, and T&P etc complete. For Patra making, as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =1170.00 Cum. (ii) Baroda Dy-II Km 49.500-50.900=242 Cum. (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =332 Cum. (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =364 Cum.
15	Centering and shuttering for C.C. work i/c cost of shuttering material, labour and T&P required for proper completion of work. as directed by Engineer-in-Charge (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=2298.00 Sqm (ii)Jewar Dy Km 29.620-33.200= 557.00 Sqm (iii) Nizampur Dy Km 0.000-1.540= 312 Sqm (iv) Utraoli Dy Km 0.00-8.500= 2092 Sqm (v) Girdharpur Dy Km 0.000-7.000 = 6493 Sqm
16	Centering and shuttering for C.C. work i/c cost of shuttering material, labour and T&P required for proper completion of work. as directed by Engineer-in-Charge (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =2417.00 (ii) Baroda Dy-II Km 49.500-50.900=604 Sqm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =1180 Sqm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =1318 Sqm
17	Supply and fixing joint filter board/ Rubber sheet in joint between pannels of lining - Per Rm (A) In District Bulandshahr/G.B Nagar (i)Barauda-II Km 32.800-34.900, 38.500-41.000=9261.00 Rm (ii)Jewar Dy Km 29.620-33.200= 6202.00 Rm (iii) Nizampur Dy Km 0.000-1.540= 1646 Rm (iv) Utraoli Dy Km 0.00-8.500= 6837 Rm (v) Girdharpur Dy Km 0.000-7.000 = 16976 Rm
18	Supply and fixing joint filter board/ Rubber sheet in joint between pannels of lining - Per Rm (B) In District Aligarh (i) Jewar Dy Km 33.600-37.007, 41.834-50.832 =32146.00 Rm (ii) Baroda Dy-II Km 49.500-50.900=503 Rm (iii) Left Shadipur 0.000-2.100, 8.000-8.500 =3247 Rm (iv) Right Shadipur 0.000-0.500, 1.250-2.400 =1764 Rm Please Enable Macros to View BoQ information

Repair And Maintenance Of Damaged Sections Of The Pre-Fabricated Lining In The Canals Of The Mant Branch Canal System., Khurja-Uttar Pradesh

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