New Delhi Municipal Council-NDMC has published Special Repair Ofroads In Ndmc Area.Sub Head:De-Silting Of Accumulated Silt At Junction Of Ndmc Brick Arch Barrel And Sunehari Pulla Nallah Adjacent To Dayal Singh College At Lodhi Roadpart(B):- Supply And Installation Of Non Clog Sewerage Submersible Pum. Submission Date for this Tender is 15-03-2024. Casks Barrels and Drums Tenders in New Delhi Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Phase-I Implementation period:- 3 Months Supply and Installation ofNon Clog sewage submersible pump with axial flow impeller of Mody/Kirloskar/KSB or equivalent make having:- Rating : 100 HP (415 V/3Ph/50 Hz), Discharge: min. 2700m3/hr at head - min 5 Meters, RPM : 975, Delivery size: more than 400 mm dia,with control panel having starter, standard acessosries and automation unit for auto ON/Off arrangement at perscribed water level also including making connection of Motor/Pumps with the control Panel board by 20 metre cable of required size,and making connection of delivery pipe with the pump including welding the flangewherever required, Nuts Bolts etc. comissioning complete in all respect as per satisfaction of Engineer in charge. |
| 2 | Supply and installation of 500 mm dia, 8 mm thick MS pipe as per IS Code: 3589Gr. 330 with 250 micron PU coating inside and outside for discharge of storm water from the sump till chimney at dayal singh college including suitable sized flange and bend throughout the proposed alignment all complete as per direction and entire satisfaction of Engineer in Charge. |
| 3 | Supplying and Fixing FINOLEX/ National/make 240 mm2Armoured 3.5 core aluminium Conductor cable along with 4 Nos.Thimbles for both ends of cable suitable for voltage Grade upto 1100 V complete including lugs, connectors, Insulating Tapes, Glands of required size etc. as required for making connections. |
| 4 | Providing a change-over-switch of approved make 315 Amperes manual changeover switch with operating mechanism/handle confirming to IS/IEC 60947-3, front-operated 4-pole, 415 volts, 50 HzA.C.supplyin sheet-steel enclosure. The above job also comprises of providing & replacing the thimbles (of required size) of all the cables at incoming & out-going supply except new copper cable in the existing enclosure including, providing aluminium links (if required)and also providing and fixing bakelite sheet of required size and thickness for fixing the changeover switch on wall with the help of holding fastener,testing, commissioning etc. complete to the entire satisfaction of Engineer-in-charge. |
| 5 | Providing and fixing prefab cabins of required sizes with height of 3.60m from centre and3.00 meter from side end having windows of requiredd ventillater and door with attached toilet of requried size for gents and ladies . The cabin will have the following specifications.Wall and roof:- Wall and roof panel shall be made of G.I. Sheet of minimum thickness 0.60mm on both sides of 75mm thick EPS (Expanded Polystyrene) thermocol of 16 Kilogram per cubic meter density which is sandwiched between two sheets. The G.I. sheet will have protection of a layer of Poly raisin layer on inner side of G.I.Sheet andouter part would be sand coated. The panels are further fitted at G.I.U. channels of size 50mmx75mmx50mm size of 1.5 mm thick G.I.sheets which are fitted on floor with the help of self threading screws. The wall and roof panel shall be anchored with the help of G.I. angle sections on both side of the wall which are tightened with the help of self threading screws and purlins will be provided at required intervals which are made out of rectangular hollow section 80x40x1.5mm . The walls will have one or more required number of aluminum windows three tracks sliding of 1.20 x 0.90 metre size with aluminum grill as per requirement at site and having two shutter fitted with 4 mm thick modi float glass and one shutter fitted with fly mesh. The two doors of required size with necessary fitting like aluminium sliding door bolt 250 x 16mm size, aluminum handles 125m size , tower bolts of 200mm size andaluminum door stopper etc.. The corner of walls will have G.I.angles of 75x75x1.5 mmsize fitted with the help of nut and bolt. Roof will have G.I.sheet Ridge cap of Size 10" x 10" x 1.5 mm. The roof will have projection of 45cm all-round the cabin. The edges of the roof will also be covered with G.I.U. shape channel of size 50x75x50mm 1.5mm.Electrical fitting:- The inside of cabin will have two ceiling fans of 48" size of ISI mark(Bajaj), cropton, kethan or equivalent) and two slim tube light fitting (4" size) with electronic chock of (Phillips, Bajaj or equivalent) and two fancy light having twin bulbs of 40 watts each as per the sample approved. In addition to above two three pin sockets points of 5 amp and two three pin socket points of 15 amp shall be give with switches and one points of cable shall be provided inside the cabin. The electric wiring will have one main switch of 32 amp ouside the cabin. One additional slim tube light with fitting shall be fixed outside the cabin having separate switch control near the door of the cabin on the outer side of the wall. The wiring and switches shall be ISI mark of reputed make and fitting with PVC battens. Finishing :- Finish shall be done with texture paint on outer side and plastic emulsion paint on inner side. The door shall be painted with enamel paint of approved brand. The work shall be executed entirely as per direction of Engineer-in-charge and the cost of cabin shall include all the work mentioned above and scaffolding etc. outer dimensions of the cabin will be paid. The size of the cabin can vary as per availability of site. Nothing extra shall be paid for any work which is found necessary for the execution of the work but the same is not mentioned above. The rates shall include the transporation, installations and all other taxes as applicable. |
| 6 | Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. a) Size of Tile 600x600 mm. |
| 7 | 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. a) All kinds of soil. |
| 8 | 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) . |
| 9 | Brick work with common burnt clay F.P.S. non modular bricks of class designation 75 in foundation and plinth in: a) Cement mortar 1:6 (1cement: 6coarse sand). |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 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. |
| 12 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin-charge. |
| 13 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level . Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 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. |
| 17 | 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. |
| 18 | Providing and laying DN 500 mm PN8 PE 100 SDR 17 HDPE pipe as per IS 4984:2016 (ISI) with latest amendment wall thickness (29.5-32.6)mm including jointing, accessaries such as bends, Tees etc. all complete as per entire satisfaction and direction of Engineer in charge. |
| 19 | Phase-II Operation and Maintenance Period:- 4 Months Operation of storm water boosting on contract/hiring basis by providing required skilled / unskilled manpower round the clock in 3 shifts i.e. 3 nos Pump driver/operator ( 1 in each shift) and 03 nos. of Beldar ( 1 in each shift) .The Job comprises of Providing other consumable etc. to cleaning of foot valve and sump , keeping ready on the pump and DG set for operation at all the times including , repair all the electricl pannel and fitting / fixture , complete as per direction , instruction and entire satisfaction of Engineer In charge. a) Pump driver |
| 20 | b)Beldar |
| 21 | Hiring and Installation of 250 KVA Generator set 06 Cylinder Kirloskar / Crompton Greaves /Escort or equivalent make with alternator three phase 415 Volt A/C Supply on MS Base frame with four wheel trolleyincluding transportation charges. Diesel will be provided by the department |
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