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| 1 | Total of Schedule-A(DSR-2023 Items) + Schedule-B(Any Other DSR 2023) + Schedule-C(NDSR Items) |
| 2 | Total of Schedule-D(LABOUR Items) |
| 3 | Total of Schedule-A(DSR-Horticulture 2025 Items) |
| 4 | Total of Schedule-B(DSR- Civil 2023 Items) |
| 5 | Total of Schedule-C(NDSR Items) |
| 6 | Total of Schedule-D(LABOUR Items) OCM-2219 APPENDIX- 3A PROFORMA FOR STATEMENT OF MINOR DEVIATIONS (Refer Clause C 2.2(d) and C 15.1 of ITT) 1. The following are the particulars of minor deviations from the requirements of the Tender Document: Sr. No Clause Deviations Price reduction for each deviation/s Note : 1. The Tenderer shall indicate price reduction against each deviation in Appendix-3A of BOQ. This price is the price which the tenderer shall reduce from this tender price if deviation(s) is/are accepted by the Employer. 2. Where there is no deviation, the statement should be returned duly signed with an endorsement indicating ‘No Deviations’. In case, Performa of deviations is not submitted or submitted as blank, it will be construed that the tenderer has not proposed any deviations from tender documents. 3. It shall be noted that in case Nil/Zero/NA Price quoted by Tenderer in Appendix-3A then it shall mean that contractor has quoted same price for deviation and undeviation bid. 4. If the tenderer proposes deviations in tender documents, and/or any other terms and conditions of the tender, other than in this Appendix, it will have no effect. Signature of authorized signatory On behalf of Tenderer OCM-2219 Preamble |
| 7 | The Bill of Quantities shall be read in conjunction with Notice Inviting Tenders, Instructions to Tenderers, General and Special Conditions of Contract, Employer's Requirement, Technical Specifications and other relevant documents. |
| 8 | BoQ1 consists of Schedule ‘A’ for DSR 2023 items, Schedule ‘B’ for Any other DSR 2023 items , Schedule 'C' for NDSR items & Schedule 'D' for Labour items . |
| 9 | The rates and prices to be tendered in the unit Priced Bill of Quantities of Schedule ‘A’ , 'B', 'C' & 'D' are for completed and finished items of works and complete in all respect. |
| 10 | Tenderers shall quote their offer in Indian Rupees (INR) only. Tenderers are required to be quoted percentage (%) Excess/Less for schedule-A, schdule-B, schedule-C & Schedule'D' in figures in the appropriate highlighted cells in the BoQ1 sheet. All the quoted rates will be deemed to include Duties, Taxes, Octroi, Royalty etc., cost of all plants, labour, supervision, materials, transport, all temporary works, erection, maintenance, utility identification, contractor’s profit and establishment/ overheads, together with preparation of design and drawings, all general risks, insurance liabilities, compliance of labour laws and obligations set out or implied in the contracts. For taxes and duties refer clause C2.5 of ITT & clause 10 of SCC. |
| 11 | If the tenderer fails to quote rates against any item, the tender may be treated as incomplete and non- responsive and shall be rejected. |
| 12 | Errors will be corrected by the employer for any arithmetical errors in computation or summation as per contract conditions. |
| 13 | The Financial Proposal (as per BOQ) shall be uploaded online on the website http://etenders.gov.in/eprocure/app. The rates shall be quoted in the excel file provided in the bid documents. The tenderer shall download the excel file and quote the rates against each highlighted cells in BoQ1. After quoting their rates the excel file shall be uploaded accordingly. The rates shall not be offered/quoted elsewhere in the technical submission/ tender submission. |
| 14 | The actual work executed against all the BOQ as detailed in tender document would be paid on measurement basis. |
| 15 | The contractor may raise their “On Account” payments on monthly basis as per the status of work on the last day of the respective month as per clause 12 of SCC. |
| 16 | In case of DSR item the description is given in brief and detailed description of item should be as given in DSR 2023 published by CPWD. Please Enable Macros to View BoQ information DELHI METRO RAIL CORPORATION Name of Work: OCM-2219: Annual Maintenance Contract for Civil Works From Nehru Enclave to Munirka metro station of line-8 including RKPM RSS. BOQ Item Code Description of Item Unit Quantity Rate Amount (Rs) Schedule - A (DSR-2023 Items) 1.1.18 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 lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum 500.0 494.1 247050.0 |
| 17 | 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-incharge. 2.6.1 All kinds of soil cum 700.0 177.5 124250.0 |
| 18 | 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 upto 50 m and lift upto 1.5 m. 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. cum 100.0 700.5 70050.0 |
| 19 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) cum 250.0 7878.5 1969625.0 4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) cum 100.0 7294.7 729470.0 |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22A.1 Mild steel and Medium Tensile steel bars kg 700.0 107.1 74970.0 |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 100.0 7370.65 737065.0 |
| 23 | 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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 150.0 9344.35 1401652.5 |
| 24 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. |
| 25 | 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. 10.16.1 Hot finished welded type tubes kg 2500.0 194.4 486000.0 |
| 26 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete kg 2000.0 123.6 247200.0 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 1500.0 172.6 258900.0 |
| 27 | 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 28 | 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). 11.20.4 Ordinary cement without any pigment sqm 500.0 1056.35 528175.0 |
| 29 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick sqm 200.0 1948.25 389650.0 |
| 30 | Providing and laying 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm sqm 200.0 1553.45 310690.0 |
| 31 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 150.0 4481.3 672195.0 |
| 32 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m² sqm 100.0 1457.15 145715.0 |
| 33 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.47.1 2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3” or 6” ) as specified sqm 200.0 1401.35 280270.0 |
| 34 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.58.1 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. sqm 500.0 1789.45 894725.0 |
| 35 | Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm c/c, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90 mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450 mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64 mm dia x 230 mm long G.I wire at every junction, including fixing perimeter channels 0.50 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25 mm at 230 mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150 mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture’s specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with: 12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials inforced with cellulose fiber manufactured through autoclaving process sqm 500.0 1572.3 786150.0 |
| 36 | 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand) sqm 2000.0 347.05 694100.0 |
| 37 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New 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) sqm 3000.0 171.1 513300.0 |
| 38 | 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. 13.52.1 On steel work Sqm 1000.0 241.75 241750.0 13.52.2 On concrete work Sqm 2000.0 235.15 470300.0 |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture sqm 2000.0 226.25 452500.0 |
| 40 | 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. |
| 41 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour 13.83.2 two coats sqm 20000.0 142.8 2856000.0 |
| 42 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.99.1 One or more coats on old work sqm 4000.0 102.8 411200.0 |
| 44 | Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade 13.112.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface sqm 3000.0 131.3 393900.0 |
| 45 | Pumping out water caused by springs, tidal or river seepage, broken watermains or drains and the like. |
| 46 | Providing and fixing double scaffolding system (cup lock type) onthe exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Enginee-in- charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done |
| 47 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 48 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled perator, supervising engineer etc. for cleaning and partial desilting of manholes and echocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm |
| 49 | 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 |
| 50 | 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 ength, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m 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 ape(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) |
| 51 | 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). |
| 52 | 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. |
| 53 | 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 Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 54 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 55 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 200.0 530.9 106180.0 |
| 56 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm 50.0 1505.25 75262.5 |
| 57 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 26.35.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work. kg 4000.0 119.3 477200.0 |
| 58 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. Total 21638980.5 Multiplied by correction factor of 0.973(As per CPWD guidelines) 21054728.03 Total of Schedule A(Based on DSR 2023) 21054728.03 Total of Schedule A(Based on DSR 2023) (Exclusive of GST@18%) 17842989.86 GST @ 18.00% 3211738.17 Total of Schedule A(Based on DSR 2023) (Inclusive of all, GST@18%) 21054728.03 Schedule B (Any Other DSR 2023) Total of Any Other DSR 2023 7000000.0 Multiplied by correction factor of 0.973(As per CPWD guidelines) 6811000.0 Total of Schedule B(Based on DSR 2023) 6811000.0 Total of Schedule B(Based on DSR 2023)(Exclusive of GST@18%) 5772033.9 GST @ 18.00% 1038966.1 Total of Schedule B(Based on DSR 2023)(Inclusive of all, GST@18%) 6811000.0 SCHEDULE-C (NDSR Items) NDSR-1 Unplasticised PVC PIPE 160MM:proving and laying 160mm dia 6kg pressure UPVC pipe for drainage all work complete as directed by engineer in charge: (make - as per approved list ). RM 200.0 237.24 47448.0 NDSR-2 Providing and fixing in position laminated toughened glass of 13.52 mm ( 6 mm +1.52mm PVB+ 6 mm) the contractor shall visit the site and take exact measurment of size in which glass is to be provided at various locations. The rate quoted shall be inclusive of fixing and grinding corners and required holes etc all complete and all taxes etc. SQM 150.0 2952.51 442876.5 NDSR-3 Providing and fixing 10 mm thick toughened glass in existing frames, subframes with EPDM rubber gasket, silicon sealent and necessary pressure clip as and where. The rate quoted shall be inclusive of fixing and grinding corners and required holes etc complete and all taxes etc. The contractor shall visit the site and take exact measurment of size in which glass is to be provided at various locations. SQM 50.0 1643.42 82171.0 NDSR-4 Hire charge of Sky lift (Hydra Machine) of 15 to 20 meter long boom including driver, Operator, Helper, diesel etc. complete. PerShift (08 Hr) 50.0 3188.17 159408.5 NDSR-5 Providing and fixing Floor trap stainless steel jali ( 100 to 150 mm dia SS grade 304) over existing floor trap Each 100.0 88.18 8818.0 NDSR-6 Providing and fixing of floor spring for glass door (make ozon,dorma etc. upto 150 kg capacity ) as per direction of Engineer in charge Each 50.0 4894.57 244728.5 NDSR - 7 Annual repairing and maintenance of existing rolling shutters including dismentalling the shutter and refixing the same and fixing of new items as per requirement including scrubbing & cleaning,of old Grease with kerosene oil, oiling, greasing, allignment and testing complete. The cost of new items will be paid separatly except small hardware like nuts/bolts, replacement of broken/damaged end locks of lathes and nails which are included in this item. The scope of work includes checking of shutters for smooth functioning quarterly or as & when required in emergency. Each 80.0 1533.58 122686.4 NDSR-8 Providing hardware or other parts for smooth functioning of rolling shutter. Items will be supplied as per CPWD specifications. NDSR-8.1 Brackets (Sides). Each 15.0 254.51 3817.65 NDSR-8.2 Spring Holder. Each 15.0 127.25 1908.75 NDSR-8.3 MS-Gararee device. Each 15.0 1018.11 15271.65 NDSR-8.4 Gear Box. Each 15.0 2545.23 38178.45 NDSR-8.5 Rolling Shutter Handle. Each 15.0 152.73 2290.95 NDSR-8.6 Locking Naka/kundee including welding. Each 15.0 50.91 763.65 NDSR-8.7 Gararee Rod 50mm dia 5mm thick Each 15.0 610.88 9163.2 NDSR-8.8 Bottom Locking rail RM 15.0 423.43 6351.45 NDSR-8.9 MS Pipe shaft 2\\" dia RM 15.0 308.85 4632.75 NDSR-8.10 Side guide Rail. RM 15.0 205.92 3088.8 NDSR-8.11 MS-Grill.(of exising pattern) Sqm 15.0 1388.91 20833.65 NDSR-9 Providing and fixing of High Pressure Laminated board conforming to code BS EN-438-2005 of 12mm thickness for ladies frisking booths and other items such as partitions and doors with all necessary fasteners, screws and rubber strip for the groove in the plaster for reducing noise levels of door closing etc. required as approved design & colour and directions of Engineer-in-charge. Sqm 20.0 2472.32 49446.4 NDSR - 10 Providing and fixing accessories for High Pressure Laminated partition /cubicels as per approved design: a) Stainless Steel 304 Latch cum Occupancy Indicator or Privacy Thumbturn with indicator.Make- Merino ZMS-SS Series or Equivalent . each 25.0 220.1 5502.5 b) Stainless Steel 304 Glass door Knob 32mm dia.Make- Merino ZMS-SS Series or Equivalent . each 25.0 112.58 2814.5 c) Stainless Steel 304 Hinges (Glass to glass) (one Set) Make-Merino ZMS-SS Series or Equivalent . each set 25.0 298.61 7465.25 d) Stainless Steel 304 adjustable foot/leg to be anchored to the floor with clearance of 150mm. each 25.0 259.5 6487.5 NDSR-11 Repairing, cleaning and maintenance of old Rain water harvesters as per following details and specifications. Removal of water and existing filler materials from the structures, Devlopement and cleaning of bore, cleaning and washing of filter materials and putting back to the system.And making good the filter media(cost of new filter media shall be paid separetly ) The rates are inclusive of all taxes and duties, nothing shall be paid extra. Each 12.0 22621.42 271457.04 NDSR-12 Providing and laying micro concrete for repair of small damaged patches in RCC inluding provision and installation of formwork of appropirate size and design Kg 600.0 78.66 47196.0 NDSR-13 Core cutting in RCC of 100 mm dia having depth up to 200mm deep. The rate shall be inclusive all taxes, duties etc. Nothing shall be paid extra. Each 20.0 1573.9 31478.0 NDSR-14 Insulating Toughned glass:- Providing and fixing double giazed hermetically sealed insulating glass in aluminium doors,windows, ventilation and glazings etc.with 6.0mm(+or0.3)thick clear toughened glass on outer & inner faces having 12mm argon gas gap including providing EPMD gasket, perfored all spacers desiccants, silicon sealent etc. as permanufacturers spacificatins, drawings & directions of engineer-in-charge(area of glassunit outside the snap beading shall be measured) SQM 50.0 3216.73 160836.5 NDSR-15 Providing and fixing Froasted film - Providing and pasting froasted film of approved make. SQM 150.0 309.01 46351.5 NDSR-16 Bottom Corner lock of glass door- Providing and fixing Universal corner lock with LKP and EPС. US 10 Std.( Bottom Corner lock of glass door) Each 100.0 1029.76 102976.0 NDSR-17 Providing and fixing Vinayal sheet of Magenta colour on AFC gate and TOM Glass i.e. including cutting, pasting & complete in all respect as per direction of Engineer-in-charge. SQM 100.0 1423.23 142323.0 NDSR-18 Providing and fixing Angle Valve (Make-Jaguar or as per approved list) No. 50.0 465.28 23264.0 NDSR-19 Providing and fixing Bib Cock (Make-Jaguar or as per approved list) No. 50.0 470.89 23544.5 NDSR-20 Providing and fixing Push type Pillar Cock(Make-Jaguar or as per approved list) No. 50.0 775.46 38773.0 NDSR-21 Providing and fixing hand shower with waste pipe (Make-Jaguar or as per approved list) No. 50.0 595.22 29761.0 NDSR-22 Refixing of old 30 mm thick granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. SQM 60.0 344.71 20682.6 NDSR-23 Refixing of dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1m×1m, fixed to structural steel frame work and/or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). (Rate of Scafolding included). SQM 140.0 735.95 103033.0 NDSR-24 Providing arrow marking of standard shape/dimension on track area measuring (0.16sqm)each with Fluorescent paint in tunnel section Each 4000.0 190.0 760000.0 NDSR-25 Providing arrow marking of standard shape/dimension on track area measuring (0.064sqm)each with Fluorescent paint in the viaduct section Each 2500.0 75.0 187500.0 TOTAL of Schedule-C (NDSR Items) 3275330.14 TOTAL of Schedule-C (NDSR Items) (Exclusive of GST@18%) 2775703.51 GST @ 18.00% 499626.63 TOTAL of Schedule-C (NDSR Items) (Inclusive of all, GST@18%) 3275330.14 Schedule D (LABOUR Items) NDSR-24 Providing Plumber/Carpenter/Mason/Fitter for plumbing/sewerage rectification work with all required T&P as per direction of Engineer in charge . The payment shall be made on attendance basis and reporting shall be made to Engineer in charge. No payment shall be made extra. Per Day 300.0 1419.72 425916.0 NDSR-25 Providing unskilled labour /helper/belder as per direction of Engineer-in-charge. The rate shall be inclusive of PF, ESI & C.P. etc. The payment shall be made on attendance basis and reporting shall be made to Engineer in charge. No payment shall be made extra Per Day 600.0 1211.75 727050.0 NDSR-26 Providing welder/fitter for welding work along with welding machine to carry out welding as per direction of Engineer in charge including cost consumabale (electrodes) . The payment shall be made on attendance basis and reporting shall be made to Engineer in charge Per Day 100.0 1419.72 141972.0 Total of Schedule-D (LABOUR Items) 1294938.0 Total of Schedule-D (LABOUR Items) (Exclusive of GST@18%) 1097405.08 GST @ 18.00% 197532.91 Total of Schedule-D (LABOUR Items) (Inclusive of all, GST@18%) 1294937.99 Grand Total of SCHEDULE-A + SCHEDULE-B + SCHEDULE-C + SCHEDULE-D (Exclusive of GST@18%) 27488132.35 Grand Total of SCHEDULE-A + SCHEDULE-B + SCHEDULE-C + SCHEDULE-D (Inclusive of all, GST@18%) 32435996.16 |
