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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
7 Jul 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
15 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT.
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Any Civil Construction or repair work.
74 conditions · 2 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
Kota- Augmentation of MDDTI by providing hostel accommodation, recreation hall, Lab/ modal room facilities.
111-2026
111-2026
Open
Works - General
6 Months
Kota, Rajasthan
₹0
₹3.0 L
7 Jul 2026
12 Jun 2026
23 Jun 2026
121 items across 3 schedules · ₹1,42,21,449.17 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 400 | 177.5 | 71,000 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 150 | 196 | 29,400 |
| 3 | 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 | 200 | 700.5 | 1,40,100 |
| 4 | All kinds of soil | Sqm | 1500 | 34.15 | 51,225 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 100 | 7,178.75 | 7,17,875 |
| 6 | 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 | 5 | 9,895.2 | 49,476 |
| 7 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 25 | 842.5 | 21,062.5 |
| 8 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 5 | 10,105.1 | 50,525.5 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 927.25 | 1,85,450 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 150 | 736.4 | 1,10,460 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 961.3 | 96,130 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3500 | 107.85 | 3,77,475 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 107.85 | 6,47,100 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,504.75 | 9,50,475 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,860.4 | 9,86,040 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 7,132.25 | 14,264.5 |
| 18 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 40 | 8,752.55 | 3,50,102 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 7,311.25 | 2,92,450 |
| 20 | Area of slab over 0.50 sqm | Sqm | 150 | 5,136.3 | 7,70,445 |
| 21 | 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. | Sqm | 400 | 1,267.95 | 5,07,180 |
| 22 | Second class teak wood | Sqm | 10 | 4,326.8 | 43,268 |
| 23 | 250x16 mm | Each | 25 | 260.6 | 6,515 |
| 24 | 150x10 mm | Each | 25 | 82.55 | 2,063.75 |
| 25 | 100 mm | Each | 40 | 59.55 | 2,382 |
| 26 | 75 mm | Each | 20 | 51.75 | 1,035 |
| 27 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 28 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 50 | 623 | 31,150 |
| 29 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 24 | 4,076.05 | 97,825.2 |
| 30 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 20 | 10,993.55 | 2,19,871 |
| 31 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 20 | 10,874.2 | 2,17,484 |
| 32 | Hot finished seamless type tubes | Kg | 500 | 206.35 | 1,03,175 |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 172.6 | 3,45,200 |
| 34 | 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, including 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.). | Kg | 200 | 772.4 | 1,54,480 |
| 35 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 100 | 1,133.55 | 1,13,355 |
| 36 | Size of Tile 600 x 600 mm | Sqm | 400 | 1,453.65 | 5,81,460 |
| 37 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,464.85 | 2,92,970 |
| 38 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 25 | 4,481.3 | 1,12,032.5 |
| 39 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 120 | 195.6 | 23,472 |
| 40 | In 75x75 mm deep chase | Metre | 20 | 305.15 | 6,103 |
| 41 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 42 | 110 mm | Each | 5 | 136.15 | 680.75 |
| 43 | 110x110x110 mm | Each | 5 | 234.15 | 1,170.75 |
| 44 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 45 | 110 mm Shoe | Each | 6 | 131.85 | 791.1 |
| 46 | 110 mm | Each | 10 | 371.3 | 3,713 |
| 47 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. | Sqm | 200 | 738.65 | 1,47,730 |
| 48 | Ridges plain (500 - 600mm) | Metre | 30 | 532.35 | 15,970.5 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 333.35 | 1,00,005 |
| 50 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 450 | 1,35,000 |
| 51 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 500 | 193.7 | 96,850 |
| 52 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 500 | 181.25 | 90,625 |
| 53 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 50 | 226.25 | 11,312.5 |
| 54 | 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. | Sqm | 1000 | 156.05 | 1,56,050 |
| 55 | One or more coats on old work | Sqm | 500 | 102.8 | 51,400 |
| 56 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 100 | 547.4 | 54,740 |
| 57 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 20 | 1,090.65 | 21,813 |
| 58 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer- in-Charge.(a) Internal Work- Exposed on wall | Metre | 300 | 3.25 | 975 |
| 59 | 3 mm thick | Sqm | 500 | 537.45 | 2,68,725 |
| 60 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 61 | 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. | cum | 5 | 3,551.25 | 17,756.25 |
| 62 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 63 | In cement mortar | cum | 40 | 2,458.95 | 98,358 |
| 64 | Of area 3 sq. metres and below | Each | 25 | 367.2 | 9,180 |
| 65 | R.S. Joists | Kg | 1000 | 3.4 | 3,400 |
| 66 | Channels, angles, tees and flats | Kg | 1000 | 2.3 | 2,300 |
| 67 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1000 | 5.65 | 5,650 |
| 68 | For thickness of tiles 10 mm to 25 mm | Sqm | 500 | 73.4 | 36,700 |
| 69 | 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. | Sqm | 300 | 54.65 | 16,395 |
| 70 | 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. | cum | 200 | 263.95 | 52,790 |
| 71 | Overhead informatory road signage | Sqm | 10 | 5,879.9 | 58,799 |
| 72 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 50 | 747.8 | 37,390 |
| 73 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 20 | 10,117.6 | 2,02,352 |
| 74 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 100 | 9,823.8 | 9,82,380 |
| 75 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 100 | 2,914.3 | 2,91,430 |
| 76 | 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. | Sqm | 10 | 2,017.6 | 20,176 |
| 77 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 500 | 1,091.5 | 5,45,750 |
| 78 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 79 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 80 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 12,071.75 | 60,358.75 |
| 81 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 10 | 1,879.2 | 18,792 |
| 82 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,683.35 | 16,833.5 |
| 83 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 6 | 349.15 | 2,094.9 |
| 84 | Oval shape 450x350 mm (outer dimensions) | Each | 10 | 1,377.1 | 13,771 |
| 85 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 200 | 450.95 | 90,190 |
| 86 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 87 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| 88 | 15 mm dia nominal bore | Metre | 100 | 366.4 | 36,640 |
| 89 | 25 mm dia nominal bore | Metre | 80 | 551.7 | 44,136 |
| 90 | 15 mm dia nominal bore | Metre | 20 | 322.15 | 6,443 |
| 91 | 25 mm dia nominal bore | Metre | 20 | 467.75 | 9,355 |
| 92 | 50 mm dia nominal bore | Metre | 200 | 762.15 | 1,52,430 |
| 93 | 25 to 40 mm nominal bore | Each | 5 | 911.9 | 4,559.5 |
| 94 | 50 to 80 mm nominal bore | Each | 1 | 1,785.35 | 1,785.35 |
| 95 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 96 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 97 | 15 mm nominal bore | Each | 15 | 318.35 | 4,775.25 |
| 98 | 25 mm nominal bore | Each | 10 | 439.25 | 4,392.5 |
| 99 | 50 mm nominal bore | Each | 10 | 823.8 | 8,238 |
| 100 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 101 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 102 | 15 mm nominal bore | Each | 5 | 670.45 | 3,352.25 |
| 103 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 104 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 10 | 182.1 | 1,821 |
| 105 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 4 | 523.8 | 2,095.2 |
| 106 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including disposal of malba. | Metre | 10 | 209.2 | 2,092 |
| 107 | 15 mm nominal bore | Each | 8 | 8,803.7 | 70,429.6 |
| 108 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 530.9 | 53,090 |
| 109 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge. | Each | 30 | 82.45 | 2,473.5 |
| 110 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 10 | 8,042.3 | 80,423 |
| 111 | 30 mm thick | Sqm | 25 | 4,346.7 | 1,08,667.5 |
| Schedule total | ₹1,37,66,208.1 | ||||
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