Public Works Department-PWD has published Emergent Repair Of Collapsed Sw Drain Slab Of Road No . 30 Near Jwala Heri Market , Paschim Vihar And Stainless Steel Railing Work At Sant Nagar Chowk , Rani Bagh , Delhi Under Sub Division Nwr-24 , Division Nwr-2 During 2020-21 . . Submission Date for this Tender is 19-02-2021. Drainage Tenders in EE PWD NWR 24 Delhi. Bidders can get complete Tender details and download the document.
| Name of Work : Emergent repair of collapsed SW drain slab of Road No.30 near Jwala Heri Market, Paschim Vihar and stainless steel railing work at Sant Nagar Chowk, Rani Bagh, Delhi under Sub Division NWR-24, Division NWR-2 during 2020-21. | |||||
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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 :\n1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001113 | 4 | cum |
| 2 | 2 | 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 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.” Note : Excess/less cement used than specified in this item is payable/ recoverable separately.\nAll works upto plinth level :\nM-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 110 | cum | |
| 3 | 3 | Centering and shuttering including strutting, propping etc. and removal of form for:\nEdges of slabs and breaks in floors and walls\nUnder 20 cm wide | 100 | Meter | |
| 4 | 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | 4320 | kg | |
| 5 | 5 | 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 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)\nAll works upto plinth level | 108 | cum | |
| 6 | 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:6 (1 cement : 6 coarse sand) | 10.35 | cum | |
| 7 | 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 2988 | kg | |
| 8 | 8 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 914 | kg | |
| 9 | 9 | 15 mm cement plaster on rough side of single or half brick wall of mix:\n1:6 (1 cement: 6 coarse sand) | 120 | sqm | |
| 10 | 10 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work | 152 | sqm | |
| 11 | 11 | 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. | 27 | cum | |
| 12 | 12 | 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.\nIn cement mortar | 7 | cum | |
| 13 | 13 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 25 | cum | |
| 14 | 14 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.\nAll kind of soil | 105 | each | |
| 15 | 15 | 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 sand), 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). | 14 | cum | |
| 16 | 16 | 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 separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 380 | Meter | |
| 17 | 17 | 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. | 1103 | sqm | |
| 18 | 18 | 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 joints with fine sand etc. all complete as per the direction of Engineer- in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 1303 | sqm | |
| 19 | 19 | 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) | 152 | Meter | |
| 20 | 20 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality\nH D - 20\nCircular shape 560 mm internal diameter | 15 | each | |
| 21 | 21 | Providing and placing 30mm thick (undressed) red sand stone of required size under earth RCC drain slab for shuttering purpose | 200 | sqm | |
| 22 | 22 | Add 13.33% Cost index | 1 | each | |
| 23 | 23 | Less 9.5% on DSR Items | 1 | each | |
| 24 | 24 | Credit of old Reinforcement received from dismentaled old RCC slab of drain. | 679 | kg |
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