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Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
5 May 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 · 1 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.
(i) Construction of Out Post Office & 15 bedded Barrack building (10 Bed Male & 05 bed female) with furniture etc. at Lakheri. (ii) Renovation of Sawai Madhopur Running Room, construction of new store room and Improvement of other associated work places.
66-2026
66-2026
Open
Works - General
9 Months
Kota, Rajasthan
₹0
₹2.6 L
5 May 2026
8 Apr 2026
21 Apr 2026
156 items across 2 schedules · ₹1,48,50,214.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 502 | 205.45 | 1,03,135.9 |
| 2 | 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. | cum | 105 | 253.95 | 26,664.75 |
| 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 | 93 | 368.65 | 34,284.45 |
| 4 | All kinds of soil | cum | 190 | 104.5 | 19,855 |
| 5 | 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 | 25 | 7,365.15 | 1,84,128.75 |
| 6 | 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 | 8 | 6,833.4 | 54,667.2 |
| 7 | 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 | 45 | 6,670.25 | 3,00,161.25 |
| 8 | Foundations, footings, bases for columns | Sqm | 14 | 307.95 | 4,311.3 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 123 | 307.95 | 37,877.85 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 396 | 766.55 | 3,03,553.8 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 346 | 608.35 | 2,10,489.1 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 562 | 804.25 | 4,51,988.5 |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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). | cum | 2 | 9,673.5 | 19,347 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 27500 | 89.65 | 24,65,375 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1300 | 89.65 | 1,16,545 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 22 | 8,683.8 | 1,91,043.6 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 135 | 8,825.35 | 11,91,422.25 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 11 | 10,306.2 | 1,13,368.2 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 135 | 10,477.75 | 14,14,496.25 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 67 | 688.45 | 46,126.15 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 8,414.65 | 7,57,318.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 8,190.9 | 1,22,863.5 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 36 | 6,653.45 | 2,39,524.2 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 9 | 4,679.35 | 42,114.15 |
| 25 | Area of slab over 0.50 sqm | Sqm | 14 | 4,425.35 | 61,954.9 |
| 26 | 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 | 55 | 1,063.45 | 58,489.75 |
| 27 | Second class teak wood | cum | 3 | 1,31,576.95 | 3,94,730.85 |
| 28 | Sal wood | cum | .3 | 1,06,720.85 | 32,016.26 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 28 | 3,086.1 | 86,410.8 |
| 30 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 4.2 | 2,818.5 | 11,837.7 |
| 31 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 27 | 401.4 | 10,837.8 |
| 32 | Second class teak wood | Sqm | 6 | 4,342.3 | 26,053.8 |
| 33 | 300x16 mm | Each | 3 | 180.55 | 541.65 |
| 34 | 250x16 mm | Each | 3 | 165.9 | 497.7 |
| 35 | 150x10 mm | Each | 3 | 53.05 | 159.15 |
| 36 | 125 mm | Each | 6 | 35.2 | 211.2 |
| 37 | 75x47x1.80 mm | Each | 30 | 64.2 | 1,926 |
| 38 | 300x16 mm | Each | 45 | 260.3 | 11,713.5 |
| 39 | 150x10 mm | Each | 22 | 75.55 | 1,662.1 |
| 40 | 125 mm | Each | 45 | 60.05 | 2,702.25 |
| 41 | Single rubber stopper | Each | 2 | 35.5 | 71 |
| 42 | 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS: 2095: (part I): 2011 (Board with BIS certification marks) | Sqm | 28 | 1,530.05 | 42,841.4 |
| 43 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 5 | 408.25 | 2,041.25 |
| 44 | 30 mm thick plain PVC door shutters | Sqm | 1.7 | 2,455.1 | 4,173.67 |
| 45 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 42 | 702.6 | 29,509.2 |
| 46 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 19 | 3,496.75 | 66,438.25 |
| 47 | With 2nd class teak wood beading 62X19 mm | Sqm | 33 | 1,404.25 | 46,340.25 |
| 48 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing b e a d of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 28 | 9,642.6 | 2,69,992.8 |
| 49 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 19 | 185.95 | 3,533.05 |
| 50 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3060 | 142.3 | 4,35,438 |
| 51 | 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.). | Kg | 140 | 612.25 | 85,715 |
| 52 | 25 mm thick | Sqm | 40 | 1,706.6 | 68,264 |
| 53 | Providing and fixing 1st quality ceramic glazed floor 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 | 15 | 938.5 | 14,077.5 |
| 54 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 28 | 1,107.05 | 30,997.4 |
| 55 | Size of Tile 800x800 mm | Sqm | 25 | 1,879.95 | 46,998.75 |
| 56 | Size of Tile 600 x 600 mm | Sqm | 390 | 1,359.2 | 5,30,088 |
| 57 | Size of Tile 600 x 600 mm | Sqm | 28 | 1,311.05 | 36,709.4 |
| 58 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 150 | 3,908.8 | 5,86,320 |
| 59 | 110 mm diameter | Metre | 150 | 319.75 | 47,962.5 |
| 60 | 110x110x110 mm | Each | 4 | 205.45 | 821.8 |
| 61 | 110x110x110 mm | Each | 19 | 190.75 | 3,624.25 |
| 62 | 110 mm bend | Each | 23 | 132 | 3,036 |
| 63 | 1:4 (1 cement: 4 fine sand) | Sqm | 837 | 339.7 | 2,84,328.9 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 320 | 324.3 | 1,03,776 |
| 65 | 20 mm cement plaster | Sqm | 37 | 507.85 | 18,790.45 |
| 66 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1200 | 214.3 | 2,57,160 |
| 67 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 744 | 162.55 | 1,20,937.2 |
| 68 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 600 | 166.85 | 1,00,110 |
| 69 | Two or more coats on new work | Sqm | 640 | 137.85 | 88,224 |
| 70 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 113 | 191.4 | 21,628.2 |
| 71 | 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 | 320 | 123.85 | 39,632 |
| 72 | One or more coats on old work | Sqm | 4500 | 90.85 | 4,08,825 |
| 73 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 74 | 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 | 30 | 219.35 | 6,580.5 |
| 75 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 47 | 932.35 | 43,820.45 |
| 76 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 5,781.35 | 34,688.1 |
| 77 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 78 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 1 | 1,679.6 | 1,679.6 |
| 79 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 6 | 1,318.35 | 7,910.1 |
| 80 | 610x460 mm bowl depth 200 mm | Each | 2 | 3,337.85 | 6,675.7 |
| 81 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 6 | 1,411.15 | 8,466.9 |
| 82 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 9 | 573.6 | 5,162.4 |
| 83 | 20 mm nominal dia Pipes | Metre | 28 | 325.1 | 9,102.8 |
| 84 | 25 mm nominal dia Pipes | Metre | 33 | 408.55 | 13,482.15 |
| 85 | 15 mm nominal dia Pipes | Metre | 28 | 441.15 | 12,352.2 |
| 86 | 25 mm nominal dia Pipes | Metre | 37 | 626.05 | 23,163.85 |
| 87 | 15 mm dia nominal bore | Metre | 120 | 304.15 | 36,498 |
| 88 | 15 mm dia nominal bore | Metre | 28 | 267.5 | 7,490 |
| 89 | 25 mm dia nominal bore | Metre | 37 | 417.95 | 15,464.15 |
| 90 | 40 mm dia nominal bore | Metre | 74 | 558.35 | 41,317.9 |
| 91 | 25 to 40 mm nominal bore | Each | 6 | 757.1 | 4,542.6 |
| 92 | 40 mm nominal bore | Each | 4 | 707.3 | 2,829.2 |
| 93 | 25 mm nominal bore | Each | 6 | 369.35 | 2,216.1 |
| 94 | 40 mm nominal bore | Each | 6 | 523.2 | 3,139.2 |
| 95 | 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. | Litre | 3500 | 9.7 | 33,950 |
| 96 | 15 mm nominal bore | Each | 22 | 434.2 | 9,552.4 |
| 97 | 15 mm nominal bore | Each | 7 | 594.75 | 4,163.25 |
| 98 | 15mm nominal bore | Each | 15 | 500.35 | 7,505.25 |
| 99 | 125 mm nominal dia with 25 mm waste hole | Each | 11 | 45.25 | 497.75 |
| 100 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 4 | 161.55 | 646.2 |
| 101 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 3 | 136.6 | 409.8 |
| 102 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 1 | 106.15 | 106.15 |
| 103 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 2 | 96.75 | 193.5 |
| 104 | 150 mm dia. R.C.C. pipe | Metre | 9 | 493.1 | 4,437.9 |
| 105 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 353 | 564.8 | 1,99,374.4 |
| 106 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 28 | 951.05 | 26,629.4 |
| 107 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 37 | 1,019.8 | 37,732.6 |
| 108 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 14 | 14,275.75 | 1,99,860.5 |
| Schedule total | ₹1,37,83,569.88 | ||||
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