Department Of Irrigation-DOI has published Rehabilitation Of Mahendergarh Disty . From Km . 0 . 000 To 9 . 500 And 20 . 600 To 24 . 700 Including Increasing Capacity By Raising Banks From Km . 0 . 000 To 4 . 800 . . Submission Date for this Tender is 27-01-2021. Distributory Tenders in M/Garh Canal Water Services Division, Mahendergarh Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Rehabilitation of Mahendergarh Disty. from Km. 0.000 to 9.500 and 20.600 to 24.700 including increasing capacity by raising banks from Km. 0.000 to 4.800. | |||||
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| Sr. No. | Item of Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismentling Reinforced cement concrete with cleaning and straightenig and cutting of basis of required [HSR 8.6 (e)] | BI01010001010000000000000515BI0100001114 | 71.15 | Cum |
| 2 | 2 | Cement concrete 1:1.5:3 with stone agg. 20mm nominal size for reinforced concrete work in slabs with in clination notexceeding 25 degree etc. with horizantel excluding steel reinforcement, but including centering and shuttering laid in position complete in all respect (HSR 10.82+10.95 a) \n | BI01010001010000000000000515BI0100001115 | 239.57 | Cum |
| 3 | 3 | Cold twisted deformend bars for RCC works where not included in the complete rate of RCC including bending, binding and placing psition compete (HSR 18.22) | BI01010001010000000000000515BI0100001116 | 213.79 | Qtl. |
| 4 | 4 | Dismentling cement concrete 1:2:4 [HSR 8.6 (d)] | BI01010001010000000000000515BI0100001117 | 26.31 | Cum |
| 5 | 5 | Dismentling brick work tile masonary or tile lining etc. in cement [HSR 8.5 (b)] | BI01010001010000000000000515BI0100001118 | 134.47 | Cum |
| 6 | 6 | First class brick work laid in cement sand marter 1:3 in foundation and plinth (HSR 11.5) | BI01010001010000000000000515BI0100001119 | 400.31 | Cum |
| 7 | 7 | Earth Work in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6). | BI01010001010000000000000515BI0100001120 | 2122.19 | %Cum |
| 8 | 8 | Cement concrete 1:4:8 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.38). | BI01010001010000000000000515BI0100001121 | 630.32 | Cum |
| 9 | 9 | Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.41). | BI01010001010000000000000515BI0100001122 | 90.53 | Cum |
| 10 | 10 | 12mm thick cement plaster in 1:3 (HSR 15.4) | BI01010001010000000000000515BI0100001123 | 851.98 | Sqm |
| 11 | 11 | Dismentling cement concrete 1:3:6 [HSR 8.6 (c)] | BI01010001010000000000000515BI0100001124 | 12.2 | Cum |
| 12 | 12 | Dismentling cement conrete 1:4:8 [HSR 8.6 (b)] | BI01010001010000000000000515BI0100001125 | 55.18 | Cum |
| 13 | 13 | Cement concrete 1:3:6 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.40). | BI01010001010000000000000515BI0100001126 | 21.31 | Cum |
| 14 | 14 | Earth Work in excavation in all kind of soils including all lead, lifts and other allowance with an avg. Lead of 495 mtr. For filling. (HSR 6.2). | BI01010001010000000000000515BI0100001127 | 16328.3 | %Cum |
| 15 | 15 | Brick Massonary 1:5 in F&P (HSR Item No. 11.3) | BI01010001010000000000000515BI0100001128 | 708.84 | Cum |
| 16 | 16 | Dry brick on edge paving sand grounted over 50 mm thick earth and mud plaster (HSR Item 14.20) | BI01010001010000000000000515BI0100001129 | 1672.86 | Sqm |
| 17 | 17 | Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP3 MARKED WITH IS:458-1988 1600mm dia and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR Item No. 29.96) | BI01010001010000000000000515BI0100001130 | 45 | Mtr. |
| 18 | 18 | Washing, Brushing & Scrubbing existing old lining for laying C.C M-15 (HSR Item No. 10.119) | BI01010001010000000000000515BI0100001131 | 90300 | Sqm |
| 19 | 19 | Laying cement sand slurry 2mm thick over existing lining | BI01010001010000000000000515BI0100001132 | 90300 | Sqm |
| 20 | 20 | 10mm thick Cement Sand plaster in 1:5 (HSR Item 15.6) against 12mm thick (11.60+600% = 81.20x10/12 = 67.67 | BI01010001010000000000000515BI0100001133 | 5375.19 | Sqm |
| 21 | 21 | Cement Concert M-15, 100mm thick and 230mm wide (for coping) (HSR Item No. 10.64) | BI01010001010000000000000515BI0100001134 | 472.82 | Cum |
| 22 | 22 | Filling Expansion Joint in 5 cm Depth. (HSR Item No. 19.17) | BI01010001010000000000000515BI0100001135 | 205931 | Mtr./Cm depth |
| 23 | 23 | Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum 75 mm thick manually in curved potion & side slopes, mixing, transporting, vibrating smooth finishing curing of lining by water, striking of joints, watering and brushing the lined surface on side slopes including dewatering. pumping out of water caused by rain water required & machinery, watering & compacting side slopes, collecting debris & dispoed off collected material outside the channel as per approved design and specifications. | BI01010001010000000000000515BI0100001136 | 95703.1 | Sqm |
| 24 | 24 | Earth work excavation for silt clearance in channel in all kind of soil including all lead, lift & other allowances and an average lead 15 Mtrs. {HSR Item No. 6.2 (b)} | BI01010001010000000000000515BI0100001137 | 11841.9 | % Cum |
| 25 | 25 | Removal of grass, weed, Jalla and silt struck with lining in channel section on average lead 15 Mtrs. {HSR Item No. 6.28 (a)} | BI01010001010000000000000515BI0100001138 | 38861.1 | % Sqm |
| 26 | 26 | Painting 2 coats with ready mix extrior paint in all shades in newly plastered/concrete surface (HSR Item 16.26) | BI01010001010000000000000515BI0100001139 | 823.02 | Sqm |
| 27 | 27 | Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect (HSR Item No. 10.159) | BI01010001010000000000000515BI0100001140 | 1895.91 | Sqm |
| 28 | 28 | Credit of Material (Brick Massonary) | BI01010001010000000000000515BI0100001141 | 373.79 | Cum |
| 29 | 29 | Credit of Material (Steel) | BI01010001010000000000000515BI0100001142 | 38 | Qtl. |
| 30 | 30 | Credit of Material (RCC Pipe from diversion) | BI01010001010000000000000515BI0100001143 | 45 | Mtr. |
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