Municipal Corporation-MC has published Strengthening Of Existing Sewerage Network And Storm Water Drainage Network Of Village Khuda Jassu Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No . 18 Chandigarh . . Submission Date for this Tender is 21-06-2021. Drainage Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Jun-2021 | Other Corrigendum | Other | 21-06-2021 |
| Name of Work : "STRENGTHENING OF EXISTING SEWERAGE NETWORK AND STORM WATER DRAINAGE NETWORK OF VILLAGE KHUDA JASSU, CHANDIGARH UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO. 18, CHANDIGARH (UNDER VILLAGE DEVELOPMENT FUND)." Approx. Amount: Rs.1,32,24,553/-; Earnest Money: NIL; Time Limit: 06 Months | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SEWERAGE SYSTEM Earth work in excavation by mechanical means (Hydraulic exceeding) manual means in foundation or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil as directed, within a lead of 50 m. All kind of soil. (DSR No. 2.8.1) | BI01010001010000000000000515BI0100001113 | 2361 | P.Cum |
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift from 1.51 m to 3.00 m depth including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR No. 2.8.1+2.26) | BI01010001010000000000000515BI0100001114 | 1446 | P.Cum |
| 3 | 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift from 3.01 m to 4.5m depth including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR No. 2.8.1+2.26+2.26) | BI01010001010000000000000515BI0100001115 | 2 | P.Cum |
| 4 | 4 | Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth upto 3 km. complete in all respects. (DSR No. 1.1.2) | BI01010001010000000000000515BI0100001116 | 2286 | P.Cum |
| 5 | 5 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200mm dia meter S.W. pipe (DSR No. 19.1.3) | BI01010001010000000000000515BI0100001117 | 125 | P.mtr |
| 6 | 5.01 | 250mm dia meter S.W. pipe (DSR No. 19.1.4) | BI01010001010000000000000515BI0100001118 | 546 | P.mtr |
| 7 | 5.02 | 300mm dia meter S.W. pipe (DSR No. 19.1.5) | BI01010001010000000000000515BI0100001119 | 742 | P.mtr |
| 8 | 5.03 | 400mm dia meter S.W. pipe (NSI) | BI01010001010000000000000515BI0100001120 | 304 | P.mtr |
| 9 | 6 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :200 mm diameter S.W. pipe (DSR No. 19.2.3) | BI01010001010000000000000515BI0100001121 | 125 | P.mtr |
| 10 | 7 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :250 mm diameter S.W. pipe (DSR No. 19.3.4) | BI01010001010000000000000515BI0100001122 | 546 | P.mtr |
| 11 | 7.01 | 300 mm diameter S.W. pipe (DSR No. 19.3.5) | BI01010001010000000000000515BI0100001123 | 742 | P.mtr |
| 12 | 7.02 | 400 mm diameter S.W. pipe (NSI) | BI01010001010000000000000515BI0100001124 | 304 | P.mtr |
| 13 | 8 | Providing Laying In Position Cement Concrete Of specified Grade Excluding Cast Of Centering And Shuttering – All work up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.10) | BI01010001010000000000000515BI0100001125 | 27 | P.Cum |
| 14 | 9 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR No. 15.7.4) | BI01010001010000000000000515BI0100001126 | 2 | P.Cum |
| 15 | 10 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge (DSR No. 15.3) | BI01010001010000000000000515BI0100001127 | 17 | P.Cum |
| 16 | 11 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR No. 15.2.1) | BI01010001010000000000000515BI0100001128 | 13 | P.Cum |
| 17 | 12 | Brick work with F.P.S bricks of class designation 75 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). (DSR No. 6.1.1) | BI01010001010000000000000515BI0100001129 | 173 | P.Cum |
| 18 | 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.4) | BI01010001010000000000000515BI0100001130 | 23 | P.Cum |
| 19 | 14 | 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 coarse sand) complete in all respect (DSR No. 13.7.2) | BI01010001010000000000000515BI0100001131 | 730 | P.Sqm |
| 20 | 15 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. (DSR No. 5.9.3) | BI01010001010000000000000515BI0100001132 | 225 | P.Sqm |
| 21 | 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR no. 5.22.6) | BI01010001010000000000000515BI0100001133 | 3391 | P.Kg |
| 22 | 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.3) | BI01010001010000000000000515BI0100001134 | 37 | P.Cum |
| 23 | 18 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250 mm diameter (DSR No. 19.21.1) | BI01010001010000000000000515BI0100001135 | 10 | Each Job |
| 24 | 18.01 | For pipes 250 to 300 mm diameter (DSR no.19.21.2) | BI01010001010000000000000515BI0100001136 | 10 | Each Job |
| 25 | 18.02 | For pipes 350 to 450 mm diameter (DSR no.19.21.3) | BI01010001010000000000000515BI0100001137 | 2 | Each Job |
| 26 | 19 | Making plug in the existing running storm line with wooden sleepers fixed with MS angle iron and GI pipe support all other contingent material required for the job to stop the flow of sewerage in downstream side the CBD :For pipes 100 to 250 mm diameter (NSI) | BI01010001010000000000000515BI0100001138 | 10 | Each Job |
| 27 | 19.01 | For pipes 250 to 300 mm diameter (NSI) | BI01010001010000000000000515BI0100001139 | 10 | Each Job |
| 28 | 19.02 | For pipes 350 to 450 mm diameter (NSI) | BI01010001010000000000000515BI0100001140 | 2 | Each Job |
| 29 | 20 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter. (DSR No. 19.19.3.1) | BI01010001010000000000000515BI0100001141 | 66 | Each |
| 30 | 21 | Providing orange colour safety foot rest of minimum 6mm brick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23mmx25mm and over all minimum length 263mm and width as 165 with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projection on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacture’s permanent identification mark to be visible even after fixing including fixing manholes with 30x20x15 cm cement concrete back 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete in all respect as per Design. (DSR No. 19.16) | BI01010001010000000000000515BI0100001142 | 313 | Each |
| 31 | 22 | Extra for cutting through metalled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the entire satisfaction of EIC. (NSI) | BI01010001010000000000000515BI0100001143 | 778 | P.Sqm |
| 32 | 23 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR No. 16.83) | BI01010001010000000000000515BI0100001144 | 116 | P.Sqm |
| 33 | 24 | Dismantling of paver blocks including base of cement concrete 1:5:10 and disposal of malba as directed by EIC and thereafter re-fixing of interlocking paver blocks after scraping of mortar /concrete/rubbish etc. over 100mm thick base of coarse sand complete in all respects to the entire satisfaction of EIC. (NSI) | BI01010001010000000000000515BI0100001145 | 272 | P.Sqm |
| 34 | 25 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR no. 16.68) | BI01010001010000000000000515BI0100001146 | 116 | P.Sqm |
| 35 | 26 | Supplying and filling sand under road crossing including carriage etc. complete in all respects to the entire satisfaction of the EIC. (NSI) | BI01010001010000000000000515BI0100001147 | 593 | P.Cum |
| 36 | 27 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR No. 2.25) | BI01010001010000000000000515BI0100001148 | 1524 | P.Cum |
| 37 | 28 | Making connection of drain or sewer line with existing manhole including cost of excavation, SW pipe of 150mm dia, CC 1:5: 10 (all round) and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete in all respects as per entire satisfaction of EIC. (NSI) | BI01010001010000000000000515BI0100001149 | 70 | Each Job |
| 38 | 29 | Restoration of water supply connection coming in the alignment of sewer line including the cost of GM ferrule GI pipe not less than 1.5m including all specials of 15mm i/d with union and making connection complete in all respect.(NSI) | BI01010001010000000000000515BI0100001150 | 130 | Each Job |
| 39 | 30 | Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre & 9.10m Height including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects. (NSI based on Pb. CSR-2020 Item No. 29.37 b) | BI01010001010000000000000515BI0100001151 | 2 | Each Job |
| 40 | 31 | STORM WATER DRAINAGE SYSTEM Earth work in excavation by mechanical means (Hydraulic exceeding) manual means in foundation or drain (not exceeding 1.5 m in width or 10 sqm on plan) in clouding dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil as directed, within a lead of 50 m. All kind of soil. (DSR No. 2.8.1) | BI01010001010000000000000515BI0100001152 | 1648 | P.Cum |
| 41 | 32 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift from 1.51 m to 3.00 m depth including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR No. 2.8.1+2.26) | BI01010001010000000000000515BI0100001153 | 398 | P.Cum |
| 42 | 33 | Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth upto 3 km. complete in all respects. (DSR No. 1.1.2) | BI01010001010000000000000515BI0100001154 | 1228 | P.Cum |
| 43 | 34 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe (DSR No. 19.6.4) | BI01010001010000000000000515BI0100001155 | 200 | P.Mtr |
| 44 | 34.01 | 400 mm diameter S.W. pipe (NSI) | BI01010001010000000000000515BI0100001156 | 39 | P.Mtr |
| 45 | 34.02 | 450 mm diameter S.W. pipe (19.6.5) | BI01010001010000000000000515BI0100001157 | 61 | P.Mtr |
| 46 | 34.03 | 600 mm diameter S.W. pipe (DSR No. 19.6.7) | BI01010001010000000000000515BI0100001158 | 476 | P.Mtr |
| 47 | 35 | Providing Laying In Position Cement Concrete Of specified Grade Excluding Cast Of Centering And Shuttering – All work up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.10) | BI01010001010000000000000515BI0100001159 | 70 | P.Cum |
| 48 | 36 | Brick work with F.P.S bricks of class designation 75 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). (DSR No. 6.1.1) | BI01010001010000000000000515BI0100001160 | 296 | P.cum |
| 49 | 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size). (DSR no. 4.1.4) | BI01010001010000000000000515BI0100001161 | 33 | P.cum |
| 50 | 38 | 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 coarse sand) complete in all respect. (DSR No. 13.7.2) | BI01010001010000000000000515BI0100001162 | 824 | P.Sqm |
| 51 | 39 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. (DSR no. 5.9.3) | BI01010001010000000000000515BI0100001163 | 196 | P.Sqm |
| 52 | 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR no. 5.22.6) | BI01010001010000000000000515BI0100001164 | 4007 | P.kg |
| 53 | 41 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.3) | BI01010001010000000000000515BI0100001165 | 44 | P.Cum |
| 54 | 42 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter (DSR no. 19.21.1) | BI01010001010000000000000515BI0100001166 | 8 | Each Job |
| 55 | 42.01 | For pipes 250 to 300 mm diameter (DSR no. 19.21.2) | BI01010001010000000000000515BI0100001167 | 8 | Each Job |
| 56 | 42.02 | For pipes 350 to 450 mm diameter (DSR no. 19.21.3) | BI01010001010000000000000515BI0100001168 | 2 | Each Job |
| 57 | 42.03 | For pipes 450 to 600 mm diameter (NSI) | BI01010001010000000000000515BI0100001169 | 3 | Each Job |
| 58 | 43 | Making plug in the existing running storm line with wooden sleepers fixed with MS angle iron and GI pipe support all other contingent material required for the job to stop the flow of sewerage in downstream side the CBD. :- For pipes 100 to 250 mm diameter (NSI) | BI01010001010000000000000515BI0100001170 | 10 | Each Job |
| 59 | 43.01 | For pipes 250 to 300 mm diameter (NSI) | BI01010001010000000000000515BI0100001171 | 1 | Each Job |
| 60 | 44 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter. (DSR No. 19.19.3.1) | BI01010001010000000000000515BI0100001172 | 42 | Each |
| 61 | 45 | Providing orange colour safety foot rest of minimum 6mm brick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23mmx25mm and over all minimum length 263mm and width as 165 with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projection on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacture’s permanent identification mark to be visible even after fixing including fixing manholes with 30x20x15 cm cement concrete back 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete in all respect as per Design. (DSR No. 19.16) | BI01010001010000000000000515BI0100001173 | 210 | Each |
| 62 | 46 | Extra for cutting through metalled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the entire satisfaction of EIC. (NSI) | BI01010001010000000000000515BI0100001174 | 404 | P.Sqm |
| 63 | 47 | Supplying and filling sand under road crossing including carriage etc. complete in all respects to the entire satisfaction of the EIC. (NSI) | BI01010001010000000000000515BI0100001175 | 246 | P.Cum |
| 64 | 48 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR No. 16.83) | BI01010001010000000000000515BI0100001176 | 36 | P.Sqm |
| 65 | 49 | Dismantling of paver blocks including base of cement concrete 1:5:10 and disposal of malba as directed by EIC and thereafter re-fixing of interlocking paver blocks after scraping of mortar /concrete/rubbish etc. over 100mm thick base of coarse sand complete in all respects to the entire satisfaction of EIC. (NSI) | BI01010001010000000000000515BI0100001177 | 84 | P.Sqm |
| 66 | 50 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR No. 16.68) | BI01010001010000000000000515BI0100001178 | 36 | P.Sqm |
| 67 | 51 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR no. 15.2.1) | BI01010001010000000000000515BI0100001179 | 273 | P.Cum |
| 68 | 52 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR No. 2.25) | BI01010001010000000000000515BI0100001180 | 818 | P.Cum |
| 69 | 53 | Providing & Fixing of pre-cast R.C.C. M-20 HD Road gully cover and frames in 1:2 Cement sand mortar on the top of brick masonry chamber complete in all respects as per the entire satisfaction of the E.I.C. Size of frame 810 x 657 x 130 mm Size of cover 690 x 537 x80 mm Specifications: a) The parameter of material such as cement, aggregates, concrete & reinforcement etc. shall be as per IS specification 12592:2002 with latest amendments if any, which is for precast concrete manhole covers and frames. Similarity shapes & dimensions, design and manufacturing shall also be as per these IS specifications. (NSI) | BI01010001010000000000000515BI0100001181 | 385 | Each |
| 70 | 54 | Providing and fixing precast cement Kerb of size 1’-0” x 1’-0” having for 4” thickness and bottom and 3” thickness at top beveled/ round edge at top duly vibrated mechanically and compacted made of PCC 1:2:4 duly cured and finished the rates further includes filling of joints between channels with cement motor 1:3 after earth work in excavation/ filling reving the same from site work complete in all respects. (NSI) | BI01010001010000000000000515BI0100001182 | 465 | P.mtr |
| 71 | 55 | Providing and fixing precast cement concrete channels of size 1’x1’ x 3” thick duly vibrated mechanically and compacted made of PCC 1:2:4 duly cured and finished the rates further includes filling of joints between channels with cement motor 1:3 after earth work in excavation/ filling reving the same from site work complete in all respects. (NSI) | BI01010001010000000000000515BI0100001183 | 198 | P.mtr |
| 72 | 56 | Weaving wire netting for wire crates including binding of sides and partitions to make crates of 15x15cm with GI wire 4.75 mm dia lot dipped from top and filling stone boulders of weight not less than 40 LBS and size 15 cum from all direction. (NSI) | 36 | P.Cum | |
| 73 | 57 | Credit of Old MS Bars/Scrap (NSI) (-) | BI01010001010000000000000515BI0100001184 | 1560 | P.Kg |
| 74 | 58 | Credit against Old Bricks (NSI) (-) | BI01010001010000000000000515BI0100001185 | 576 | Each |
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