Delhi Transport Corporation has published Improvement Of Dtc Rajghat Depot-Ii By Providing And Laying Cement Concrete Interlocking Paver Block And Construction On One Side Boundary Wall . . Submission Date for this Tender is 29-12-2020. RCC Work Tenders in DTC Rajghat Depot-II , Delhi Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Improvement of DTC Rajghat Depot-II by providing and laying Cement Concrete interlocking paver block and construction on one side boundary wall. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001111 | 850 | cum |
| 2 | 2 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001112 | 100 | cum |
| 3 | 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001113 | 7620 | kg |
| 4 | 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. | BI01010001010000000000000515BI0100001114 | 1300 | Kg |
| 5 | 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\na) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | BI01010001010000000000000515BI0100001115 | 108 | cum |
| 6 | 6 | Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for\nlead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 50 | cum |
| 7 | 7 | 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. | BI01010001010000000000000515BI0100001117 | 100 | sqm. |
| 8 | 8 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse\nsand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | BI01010001010000000000000515BI0100001118 | 20 | cum |
| 9 | 9 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made\nseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | 166 | meter |
| 10 | 10 | 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.\n | BI01010001010000000000000515BI0100001120 | 50 | sqm. |
| 11 | 11 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the nts with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). | BI01010001010000000000000515BI0100001121 | 40 | sqm. |
| 12 | 12 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). | BI01010001010000000000000515BI0100001122 | 15 | meter |
| 13 | 13 | 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 : a) 300 mm dia. R.C.C. pipe. | BI01010001010000000000000515BI0100001123 | 100 | meter |
| 14 | 14 | Supplying and stacking at site. | |||
| 15 | 14.1 | 53 mm to 22.4 mm size stone aggregate | BI01010001010000000000000515BI0100001125 | 100 | cum |
| 16 | 14.2 | Red bajri | BI01010001010000000000000515BI0100001126 | 30 | cum |
| 17 | 15 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | BI01010001010000000000000515BI0100001127 | 100 | cum |
| 18 | 16 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001128 | 100 | metre |
| 19 | 17 | Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :\n19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 \n | BI01010001010000000000000515BI0100001129 | 20 | each |
| 20 | 18 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :\n0.91 m deep with SFRC cover and frame (heavy duty, HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. | BI01010001010000000000000515BI0100001130 | 2 | each |
| 21 | 19 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of\nclass designation 7.5. | BI01010001010000000000000515BI0100001131 | 1 | metre |
| 22 | 20 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.\nAll kinds of soil | BI01010001010000000000000515BI0100001132 | 78 | cum |
| 23 | 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) \n | BI01010001010000000000000515BI0100001133 | 58 | cum |
| 24 | 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001134 | 311 | kg |
| 25 | 23 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | BI01010001010000000000000515BI0100001135 | 125 | metre |
| 26 | 24 | 12 mm cement plaster of mix :\n 1:4 (1 cement: 4 coarse sand) | BI01010001010000000000000515BI0100001136 | 262 | sqm |
| 27 | 25 | 15 mm cement plaster on rough side of single or half brick wall\nof mix: 1:4 (1 cement: 4 coarse sand) | BI01010001010000000000000515BI0100001137 | 310 | sqm |
| 28 | 26 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:\nNew work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). | BI01010001010000000000000515BI0100001138 | 572 | sqm |
| 29 | 27 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001139 | 1.15 | cum |
| 30 | 28 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts | BI01010001010000000000000515BI0100001140 | 155 | sqm |
| 31 | 29 | Centering and shuttering including strutting, propping etc. and removal of form work for :\n Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001141 | 185 | sqm |
| 32 | 30 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone\naggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001142 | 11 | cum |
| 33 | 31 | M/R Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block makng machine with strong vibratory compaction of approval size, design & shape, laid in required colour and pattern over and including 80 mm thick compacted bed of coarse sand filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. | BI01010001010000000000000515BI0100001143 | 8000 | sqm. |
| 34 | 32 | Add cost index @ 15.69 % on DSR-2016 = | BI01010001010000000000000515BI0100001144 | 6.46779e+06 | each |
| 35 | 33 | Less @ 9.50% as per Delhi Govt. Order (-) = | BI01010001010000000000000515BI0100001145 | 7.48258e+06 | each |
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