Public Works Department-PWD has published Tender For Construction Of Lift Pits, Sitc Of 13 Passengers Lift In 5 Nos. Existing Fobs. Submission Date for this Tender is 26-03-2024. Passenger Lift Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH-I Upgradation OF LIFT at Jungpura FOBUpgradation and Supplying, installation, testing & commissioning of 13 passengergearless machine room less lifts in the existing shaft havingspeed of 1.0 meter per second serving different floors in the size of lift well 2450 mm wide X 1850mm depth as per detailed specifications attached and as under complete with all the equipment and accessories.(i) Speed _______________ 1 MPS(ii) Floors2 (G + 1)(iii) Travel 6- 9Meters (approx.) (iv) Stop & opening 2(G + 1) (v) Controller: A.C. variable voltage & variable frequency. (vi) Automatic rescue device complete with dry maintenance free batteries as required. (vii) Operation: Microprocessor based simplex collective selective with/ without attendant. (viii) Power - 415 V, 3 phase, 50 Hz, 4 wires system (ix) Type of doors (a) Car : Power operated, centre opening stainless steel scratch proof (moon rock/ hair line finish) (b)Landing doors : Power operated, Centre opening stainless steel scratch proof-Honeycomb. x) Car:- Stainless steel scratch proof honeycomb. xi) The lift should be suitably equipment for disable person and complete with Braille button. xii) Flooring:- Granite. |
| 2 | xiv) Battery operated emergency light and alarm bell xv) Full height infra red door screen. xvi) Fire main switch, false ceiling in car, vandal proof SS button, over load warning indicator , floor annunciator with music, pit ladder.(ceiling should be suspend laser cut with diff used light setting and pressure fan mounted on the roof (hidden) xvii)Car Fittings - LED Light & Regular Circular Fan Car side< vibration finish with mirror finish center band. Car recast panel-Vibration finish with mirror finish center band. Car return panel- Vibration finish Car door-Mirror finish. Incase of power failurethe batter should be able to run led light, exhaust for atleast 1 hr. Buy back of the dismantled material complete etc. as reqd. |
| 3 | SH:-II (Comprehensive Maintenance ) Comprehensive maintenance of 13 passenger lifts installed at Various FOBi/c preventive and break downmaintenance i/c repair/replacement of warnout items with minimum downtime and warranty & guarantee of repaired and replaced item etc as reqd. (Nothing extra shall be paid on account of maintenance whatsover during this comprehensive maintenance period) |
| 4 | For First Year |
| 5 | Lift No-1(Free Maintenance period) |
| 6 | Lift No-2(Free Maintenance period) |
| 7 | Lift No-3(Free Maintenance period) |
| 8 | Lift No-4(Free Maintenance period) |
| 9 | Lift No-5(Free Maintenance period) |
| 10 | Lift No-6(Free Maintenance period) |
| 11 | Lift No-7(Free Maintenance period) |
| 12 | Lift No-8(Free Maintenance period) |
| 13 | Lift No-9(Free Maintenance period) |
| 14 | Lift No-10(Free Maintenance period) |
| 15 | For 2nd Year |
| 16 | Lift No-1 |
| 17 | Lift No-2 |
| 18 | Lift No-3 |
| 19 | Lift No-4 |
| 20 | Lift No-5 |
| 21 | Lift No-6 |
| 22 | Lift No-7 |
| 23 | Lift No-8 |
| 24 | Lift No-9 |
| 25 | Lift No-10 |
| 26 | For3rd Year |
| 27 | Lift No-1 |
| 28 | Lift No-2 |
| 29 | Lift No-3 |
| 30 | Lift No-4 |
| 31 | Lift No-5 |
| 32 | Lift No-6 |
| 33 | Lift No-7 |
| 34 | Lift No-8 |
| 35 | Lift No-9 |
| 36 | Lift No-10 |
| 37 | For 4th Year |
| 38 | Lift No-1 |
| 39 | Lift No-2 |
| 40 | Lift No-3 |
| 41 | Lift No-4 |
| 42 | Lift No-5 |
| 43 | Lift No-6 |
| 44 | Lift No-7 |
| 45 | Lift No-8 |
| 46 | Lift No-9 |
| 47 | Lift No-10 |
| 48 | For 5th Year |
| 49 | Lift No-1 |
| 50 | Lift No-2 |
| 51 | Lift No-3 |
| 52 | Lift No-4 |
| 53 | Lift No-5 |
| 54 | Lift No-6 |
| 55 | Lift No-7 |
| 56 | Lift No-8 |
| 57 | Lift No-9 |
| 58 | Lift No-10 |
| 59 | SH:-IV (Operation of Lifts of FOB"s) Providing Services for operation and security of Lifts installed at FOBs, running & operation of other electrical installation including routine checking to ensure smooth functioning of the E & M components and providing immediate assistance during emergency situation including watch & ward of complete FOBs including its Lift, Electrical Installations, Lightings, Electrical Panels, DB"s & allied equipment"s, Civil components etc by deploying adequately trained & experienced staff, as detailed below, and as per terms & Conditionsetc., in the tender document, complete as required.(Note1:- In case of theft from the site of any FOB, whole responsibility shall rest with the Contractor and he must replace the same item within reasonable time to the satisfaction of Engineer-in-Charge, otherwise necessary recovery will be made as per actual basis). Note 2:- The payment against this item shall be released in proportion to the weightages given every fortnight in line with performance criteria mention in NIT Page No. 60. |
| 60 | FOB Near Jawahar Lal Nehru Stadium-1 (for 5 years) a) Lift Operator cum watchman - 2 Nos.(6 AM to 2 PM and 2 PM to 10 PM,1 Nos. in each shift). b) Security Guard with Gun - 1 No. (For shift between 10 PM to 6 AM) |
| 61 | FOB Near Jawahar Lal Nehru Stadium-2(for 5 years) a) Lift Operator cum watchman - 2 Nos.(6 AM to 2 PM and 2 PM to 10 PM,1 Nos. in each shift). b) Security Guard with Gun - 1 No. (For shift between 10 PM to 6 AM) |
| 62 | FOB Near South Ex a) Lift Operator cum watchman - 2 Nos.(6 AM to 2 PM and 2 PM to 10 PM,1 Nos. in each shift). b) Security Guard with Gun - 1 No. (For shift between 10 PM to 6 AM) |
| 63 | FOB Near Bhogal a) Lift Operator cum watchman - 2 Nos.(6 AM to 2 PM and 2 PM to 10 PM,1 Nos. in each shift). b) Security Guard with Gun - 1 No. (For shift between 10 PM to 6 AM) |
| 64 | FOB Near Bhism Pitamah Marg a) Lift Operator cum watchman - 2 Nos.(6 AM to 2 PM and 2 PM to 10 PM,1 Nos. in each shift). b) Security Guard with Gun - 1 No. (For shift between 10 PM to 6 AM) |
| 65 | SH:-V (Cleaning of All FOB"s) Providing services of mechanized cum manual housekeeping job onall Foot over Bridges for all days including Sundays, Saturdays and Gazetted Holidays except National Holidays (i.e. 26th January, 15th August & 2nd October) including cost of labour, machinery, T&P, consumables etc. as per tender conditions comprising but not limited to the following main activities:- (a) Comprehensive mechanized cum manual cleaning and housekeeping of FOB deck floor, Staircases, lift well and lift floor, lift pit, FOB ceiling and roof, Roof of Lift Pit, area under staircases, railing, under deck of FOB, LIft car, Lift lobby and lift door, and all other spaces and all civil and Electrical inventories inside and outside the FOB Structure including mechanized sweeping, moping, scrubbing, dusting, façade cleaning, doors & windows cleaning, etc. up to entire satisfaction and as per direction of Engineer in Charge. The scope of work also includes removal of posters etc. with application of cleaning equipemnts, liquids as per roster and frequency decided by the engineer in charge. (b) Mechanized, automated and manual housekeeping and cleaning job of outer areas of FOBs including the area under staircase, deck etc. as per direction and up to satisfaction ofEngineer in Charge. (C) Collection of all types of garbage, waste materials, dirt, malba etc. from the FOBs and disposal of the same to approved municipal dumpig ground on regular intervals up to entire satisfaction and direction of Engineer in Charge. (D) The cost of deep cleaning ( as per requirement and direction by Engineer-in-Charge) at the start of work is deemed to be included in this rate. E) The rate is for one FOB per month and shall be proportioned as per weightage given every fortnight in line with performance criteria mention in NIT Page No. 76 Note:- Each FOB for Five Years = 60 Months for Five FOBs 5 x 60 = 300 Months. |
| 66 | SH:-VI (Electrical Works) Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 67 | Group C |
| 68 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. |
| 69 | 20 mm |
| 70 | 25 mm |
| 71 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 72 | 3 x 4 sq. mm |
| 73 | Supplying, installation, testing & commissioning of 15 Watt Energy efficient IP65 surface mounted LED Bulk head luminaire made of die cast aluminum with poly carbonate diffuser withcompletemounting arrangement i/c making connections,terminationetc. complete as reqd. |
| 74 | Supplying, installation, testing & commissioning of Following wattage Top Maintainable Flood Light LED fitting (IP-66) made up of pure polyster powder coated pressure die cast aluminium with LEDs haveoptical grade polycarbonate lens & electronic driver for better distribution of light on existing street light pole with power factor=0.95, THD=10%, CRI=70% ,system efficacy =120 Lm/W & CCT- 5700Ki/c makingconnection etc. complete as required. |
| 75 | 70 Watt Flood Light fitting |
| 76 | Supplying, Laying and fixing of one number PVC insulated and PVC sheathed / XLPE aluminium conductor armoured power cable of 1.1 kV grade in the existing DWC/RCC/ HUME/ Metal pipe etc. as required. |
| 77 | 4X16 Sq. mm |
| 78 | 2X16 Sq. mm |
| 79 | 3.5X50 Sq. mm |
| 80 | Supplying, Laying and fixing of one number PVC insulated and PVC sheathed / XLPE aluminium conductor armoured power cable of 1.1 kV grade in the existing Wall/surface etc. as required. |
| 81 | 4X16 Sq. mm (clamped with 1mm thick saddle) |
| 82 | 2X16 Sq. mm (clamped with 1mm thick saddle) |
| 83 | Providing and fixing following rating and breaking capacityand pole MCCB with thermomagnetic release and terminal spreaders iwith SS enclosure including drilling holes in cubicle panel, making connections, etc. as required. |
| 84 | 63 A, 25 KA,FPMCCB |
| 85 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 86 | 12way Double door |
| 87 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 88 | Single Pole |
| 89 | Double Pole |
| 90 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 91 | 63 A |
| 92 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 93 | 40 amps double pole |
| 94 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 95 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 96 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 97 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required. |
| 98 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. |
| 99 | 63 mm dia (OD-63 mm & ID-51 mm nominal ) |
| 100 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required |
| 101 | 80 mm dia |
| 102 | Supplying, fabrication &installation of outdoor type cubical feeder pillar of size not less than 1.56 sqmtrs.(face area) depth not less than30 cm, made out of M.S. sheet 2mm thick (14 SWG) duly compartmentalized having 4 strip aluminium busbar of 300 Amp capacity double door with locking arrangement for protection from rain, dust, duly fixed on MS angle iron frame work of size 50mm x 50mm x 6mm (NS) 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement : 2 sand :4 stone aggrete 20mm) andarrangement for fixing of following accessories mouted inside the cubical panel i/c making connection, inter connection with aluminium thimbles, earthing with two nos. earth studs duly Powder coated complete etc. as reqd. (Drawing of Feeder Pillar should be approved by Engineer-in-Charge before installation at site) i/c supplying & fixing of following accessorries in the existing cubical panel board/feeder pillar including connection testing etc. as reqd.(a) 125 Amp, 25 KAFPMCCB -1No.(Ics=100% Icu)(b) 63 Amp, TPMCCB, 25 KA - 3 Nos.(Ics=100% Icu)(c) 40 Amp, DPMCB, 10 KA - 3 Nos.(4) Voltmeter 0-500 Volt 96 sqmm flush type with selector switch. -1No.(5) Ammeter 0-200 Amp 96 sqmm flush type with selector switch & 200/5 Amp ratio CT"s. -1No. (6) LED Indication lamps (RYB) with 2 Amp. SPMCB fitting- 3 Nos.(7) Power Contactor 3 pole -160Amp-1No.(8) Digital Timer-1No.(9) Danger Notice plate- 2 Nos.(10) Godown Lock-3 Steps- in Front door- 2 Nos. |
| 103 | Supplying and fixing of IP 65 FRP/Polycarbonate Pole box with 4 screw cover design with minimum size of (205x255x112 mm) having acessores like cover screws, mounting din channel, 4 nos. 10-25 Sq. mm terminals, end plate and 2 nos. 6 amp single pole C curve SP MCBs on din channel with 2 nos. glands suitable for cable entry for 4X25 Sq. mm cable entryetc. complete as reqd. |
| 104 | Add exta for GST enhancement @ of 6.33% on X except on market rate item nos. 1,2,3,9,10,11,12,13,14,15,16,17 |
| 105 | Add LWC @ 1% on Y except on ( DSR item No. 20.1) |
| 106 | SH:-VII (CivilWorks)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. |
| 107 | All kinds of soil |
| 108 | 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. |
| 109 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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: 9103 to 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 and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 110 | All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 111 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 112 | Foundations, footings, bases of columns, etc. for mass concrete |
| 113 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 114 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 115 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 116 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 117 | 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,dmixtures in recommended proportions as per IS: 9103 to 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 ofentering, 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 118 | All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 119 | 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 : |
| 120 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 121 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 122 | Granite of any colour and shade Area of slab upto 0.50 sqm |
| 123 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 124 | 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. |
| 125 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 126 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 127 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 128 | Electric resistance or induction butt welded tubes |
| 129 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 130 | 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.) |
| 131 | 12 mm cement plaster of mix : |
| 132 | 1:6 (1 cement: 6 coarse sand) |
| 133 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 134 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 135 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 136 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 137 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 138 | 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. |
| 139 | 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. |
| 140 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. |
| 141 | Using rough kota stone. |
| 142 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : |
| 143 | Using rough Kota stone |
| 144 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. |
| 145 | For vertical surface two coats @0.70 kg per sqm per coat |
| 146 | For horizontal surface one coat @1.10 kg per sqm. |
| 147 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 148 | On steel work |
| 149 | Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. |
| 150 | 8mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade. |
| 151 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 152 | Light shade pigment using white cement |
| 153 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. |
| 154 | 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 : |
| 155 | 250 mm dia. R.C.C. pipe |
| 156 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard design : |
| 157 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 158 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 159 | Extra for depth for manholes : |
| 160 | Size 90x80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 161 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : |
| 162 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 163 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 164 | 450 mm dia RCC pipes. |
| 165 | 600 mm dia RCC pipes. |
| 166 | Designing and making paintings on wall/shutter on different themes as approved by Engineer-in-charge with exterior paint upto 15 feet wall height this include labour T and P.(Note: Warranty of painting work should be 07 (seven) years.) |
| 167 | All scaffolding etc. complete. All T & P, electricity, water etc. shall be arranged by contractor himself. Work shall be executed after approval of design of wall paintings by Engineer-in-charge. |
| 168 | Providing and fixing multi walled thermo colour glass look type 10mm thick clear or required colour blue, brown or green etc. polycarbonate multi walled sheet of approved brand at all height over tubular steel structure with 25 micron thick powder coated aluminium section of size 60X18X2mm of JINDAL Section No. 22892 or equivalent and weight not less than 0.480 kg/ m and weather proof EPDM rubber gasket on both side of joints and top, so as to make the whole structure water tight as per approved design/drawings. The Aluminium section shall be fixed on joints and both end of polycarbonate sheet to fixed the sheet rigidly on steel frame structure. The weather proof neoprin and aluminium profile shall be fixed and sealed with silicone sealant to make the joints fully water proof. The open over had end of polycarbonate sheet to be shield" with powder coated aluminium channel of size 10X10X1.5 mm thick and weight not less than 0.2kg/m. The polycarbonate sheet and profile shall be fixed with self taping and self drilling 50mm long steel screws fixed not less than 150 mm centre to centre. |
| 169 | The rate shall be inclusive of cost of all material involved such as polycarbonate sheet. The aluminium profile aluminium channel. EPDM gasket. self taping screws nut bolts silicone sealant or any other material required for fixing the sheet but excluding the cost of steel structure which shall be paid separately. The cost also include the rate of labour required for cutting. bending and fixing of polycarbonate sheet aluminium profile. hosting in position etc. complete as per direction of Engineer-in-Charge. The rate shall also include the cost of all T&P and safety precautions required during execution of the work. All aluminium section shall have minimum powder coating of thickness not less than 25 micron The work shall be completed in all respect as per design/drawing and direction of Engineer-in-Charge. Finished curved surface area of polycarbonate sheet end to end of roofing over steel tubular structure shall be measured in square metre for the purpose of the pavement. |
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