Delhi State Industrial Development Copr Ltd-DSIIDC has published Redevelopment And Maintenance Of Industrial Areas S/H-Up-Gradation Of Roads And Drains At Mayapuri Industrial Area Phase-I And Phase-Ii. Submission Date for this Tender is 11-11-2019. Road Repair Tenders in Mayapuri Delhi. Bidders can get complete Tender details and download the document.
| Name of Work:Name of Work : Redevelopment & Maintenance of Industrial Areas S/h: Up-gradation of Roads & Drains at Mayapuri Industrial Area Phase-I & Phase-II | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. All kinds of soil | 1648.76 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 12687.9 | cum | |
| 3 | 3 | 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 20 mm nominal size). | 1782.66 | cum | |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 209 | cum | |
| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost 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). | 4055.59 | cum | |
| 6 | 6 | 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). | 818 | Cum | |
| 7 | 7 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.”All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 16046.5 | Cum | |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform | 883.2 | Sqm | |
| 9 | 9 | 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. | 100125 | Kg | |
| 10 | 10 | Extra for providing richer mixes at all floor levels.Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/ cum) | 377 | cum | |
| 11 | 11 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) All works upto plinth level | 377 | cum | |
| 12 | 12 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:Cement mortar 1:6( 1cement: 6 coarse sand) | 8878.84 | cum | |
| 13 | 13 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate | 479.48 | Sqm | |
| 14 | 14 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster | 33826.3 | Sqm | |
| 15 | 15 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 3608 | Sqm | |
| 16 | 16 | 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) | 8440.68 | cum | |
| 17 | 17 | 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. | 882 | cum | |
| 18 | 18 | 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 | 2032 | cum | |
| 19 | 19 | Dismantling 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 : Water bound macadam road | 176772 | sqm | |
| 20 | 20 | Dismantling 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 :bituminous road | 62048 | sqm | |
| 21 | 21 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 25011 | sqm | |
| 22 | 22 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 94230.5 | cum | |
| 23 | 23 | "Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-40 is @ 360 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 34384.9 | cum | |
| 24 | 24 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1082 | Each | |
| 25 | 25 | Extra for depth beyond 45 cm of brick masonry chamber :For 455x610 mm size With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 | 595.1 | Mtr | |
| 26 | 26 | Providing and Laying High Density Poly ethylene (HDPE) Pipe PE-80 (IS-4984) working pressure 4kk/cm2 i/c joining of pipe etc. all complete as per direction of Engineer-in-charge. (a) 160 mm outer dia | 5528 | Mtr. | |
| 27 | 27 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | 20933.8 | sqm | |
| 28 | 28 | Providing and laying factory made chamfered edge cement concrete paver blocks of required strength and thickness & size/shape, made by table vibratroy method, to attain superior smooth finish using PU or equivalent 50 mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer bedding layer through vibratory compaction by using plate vibrator, filling and sweeping extra and in foothpath, parks, lawn, drive ways or light traffic, parking etc. all complete as per manufacturer's specifications & direction for Engineer-in-charge (a) 100mm thick c.c. paver block of M-40 with approves color design and pattern. | 51998.9 | sqm | |
| 29 | 29 | Providing and fixing in position pre-moulded joint filler in expansion joints. | 210971 | per cm depth per cm width per m length | |
| 30 | 30 | Preparation and Consolidation of Subgradewith Power Road Roller of 8 to 12 Tonne Capacity including making good the undulation etc. with earth or quarry ect. And rerolling the subgrade all complete as per direction of Engineer-in-charge. | 240261 | sqm | |
| 31 | 31 | Providing mild steel dowels bars including providing the plastic sheath 1.25 mm thick whenever requires and placing them in RMC pavements as per specification and directions of Engineer-in-charge. | 309464 | Kg | |
| 32 | 32 | Extra for vacuum dewatering of RMC including cost of all accessories, T&P charges i/c consumable power charges, loading, unloading and hire charges of equipments etc. all complete as per specifications and directions of Engineer-in-charge. | 34384.9 | cum | |
| 33 | 33 | Providing & Laying PVC Sheet 125 micron thick on lean cement concrete surface without creases. Whenever overlap is necessary, the same at least should be 300 mm. The surface of lean cement concrete shall be swept clean plasticnails etc. all complete as per direction of Engineer-in-charge. | 161293 | sqm | |
| 34 | 34 | Deduction for not laying the RMC by Pumping i/c hire charges of pump, piping and accessaores etc. all complete as per direction of Engineer-in-charge. | 34384.9 | cum | |
| 35 | 35 | Credit of Old Dismantled Material- old Dismantled steel bars | 45347.7 | kg | |
| 36 | 35.1 | Credit of Old Dismantled Material- old Dismantled bricks | 105134 | each | |
| 37 | 36 | Add 17.65% (due to rise in cost index from 102 (DSR 2016) to 120 | 1 | Rs | |
| 38 | 37 | Less 9.5% on DSR 2016 item | 1 | Rs |
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