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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹4.5 Cr
EMD Value
₹3.7 L
Closing Date
29 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN BME
14 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 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 work contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
Defination of Similar Work :- Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work."
20 conditions · 2 needing a document upload
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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Construction of Community Hall, 12 Type II Quarters, 05 Type III Quarters at Barmer & Improvement & Renovation of Community Hall and other service building at Samdari in the jurisdiction of Sr.DEN/West of Jodhpur Division
68of2025-26
68of2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.7 L
29 Jul 2025
7 Jul 2025
234 items across 1 schedule · ₹7,19,82,237.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 20 | 217.16 | 4,343.2 |
| 2 | All kinds of soil. | cum | 2350 | 286.85 | 6,74,097.5 |
| 3 | 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 | 1434 | 253.95 | 3,64,164.3 |
| 4 | 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 | 300 | 368.65 | 1,10,595 |
| 5 | All kinds of soil | cum | 86 | 104.5 | 8,987 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 400 | 14.5 | 5,800 |
| 7 | 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 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 840 | 6,326.05 | 53,13,882 |
| 9 | 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 | 42.5 | 9,375.2 | 3,98,446 |
| 10 | Foundations, footings, bases for columns | Sqm | 60 | 307.95 | 18,477 |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 10 | 669.55 | 6,695.5 |
| 12 | 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 | 105 | 8,364.2 | 8,78,241 |
| 13 | 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 | 5 | 10,185.05 | 50,925.25 |
| 14 | cum | 500 | 10,719.3 | 53,59,650 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 260 | 307.95 | 80,067 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2205 | 766.55 | 16,90,242.75 |
| 17 | Shelves (Cast in situ) | Sqm | 50 | 766.55 | 38,327.5 |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1145 | 608.35 | 6,96,560.75 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 500 | 804.25 | 4,02,125 |
| 20 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 80 | 319.25 | 25,540 |
| 21 | 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 | .5 | 9,673.5 | 4,836.75 |
| 22 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 1 | 18,644.6 | 18,644.6 |
| 23 | 40 mm thick | Sqm | 10 | 1,430.3 | 14,303 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7250 | 89.65 | 6,49,962.5 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 54650 | 89.65 | 48,99,372.5 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 24 | 688.45 | 16,522.8 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 6,658.25 | 16,64,562.5 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 8,288.35 | 41,441.75 |
| 29 | Sqm | 20 | 819.15 | 16,383 | |
| 30 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). | Sqm | 20 | 645.95 | 12,919 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1487 | 6,653.45 | 98,93,680.15 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 45 | 8,275.7 | 3,72,406.5 |
| 33 | Square or rectangular pillars | cum | 2 | 787.05 | 1,574.1 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,380.35 | 36,901.75 |
| 35 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 1432 | 8,974.5 | 1,28,51,484 |
| 36 | Square or rectangular pillars | cum | 18 | 873.05 | 15,714.9 |
| 37 | White sand stone | cum | 3 | 73,288 | 2,19,864 |
| 38 | White sand stone | cum | 2 | 92,223 | 1,84,446 |
| 39 | Triangular or Square or rectangular pillars | cum | 1 | 3,319 | 3,319 |
| 40 | White sand stone | Sqm | 9 | 1,480.15 | 13,321.35 |
| 41 | White sand stone | Sqm | 16 | 12,271.15 | 1,96,338.4 |
| 42 | Area of slab upto 0.50 sqm | Sqm | 16 | 4,679.35 | 74,869.6 |
| 43 | Area of slab over 0.50 sqm | Sqm | 8 | 4,425.35 | 35,402.8 |
| 44 | Each | 1 | 808.15 | 808.15 | |
| 45 | 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 | 60 | 1,063.45 | 63,807 |
| 46 | Sal wood | cum | 5.3 | 1,06,720.85 | 5,65,620.51 |
| 47 | 35 mm thick shutters | Sqm | 25 | 3,704.45 | 92,611.25 |
| 48 | 30 mm thick shutters | Sqm | 6 | 3,360.7 | 20,164.2 |
| 49 | Second class teak wood | Sqm | 20 | 2,998.3 | 59,966 |
| 50 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 40 | 2,231.2 | 89,248 |
| 51 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 30 | 1,521.6 | 45,648 |
| 52 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 35 | 3,086.1 | 1,08,013.5 |
| 53 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 9 | 2,818.5 | 25,366.5 |
| 54 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 160 | 2,512.35 | 4,01,976 |
| 55 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 310 | 1,881.95 | 5,83,404.5 |
| 56 | Second class teak wood | Sqm | 59 | 4,342.3 | 2,56,195.7 |
| 57 | Second class teak wood | Sqm | 5 | 4,489.45 | 22,447.25 |
| 58 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 30 | 511.55 | 15,346.5 |
| 59 | 20 mm dia | Metre | 30 | 375.25 | 11,257.5 |
| 60 | 25 mm dia (heavy type) | Metre | 24 | 159.35 | 3,824.4 |
| 61 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 160 | 197.7 | 31,632 |
| 62 | With 2nd class teak wood beading 62X19 mm | Sqm | 178 | 1,164.9 | 2,07,352.2 |
| 63 | 100x58x1.90 mm | Each | 30 | 39.05 | 1,171.5 |
| 64 | 75x47x1.70 mm | Each | 15 | 32.75 | 491.25 |
| 65 | 300x16 mm | Each | 5 | 180.55 | 902.75 |
| 66 | 250x16 mm | Each | 304 | 165.9 | 50,433.6 |
| 67 | 200x10 mm | Each | 212 | 61.05 | 12,942.6 |
| 68 | 150x10 mm | Each | 4 | 53.05 | 212.2 |
| 69 | 100x10 mm | Each | 20 | 39.1 | 782 |
| 70 | 125 mm | Each | 4 | 35.2 | 140.8 |
| 71 | 100 mm | Each | 334 | 28.25 | 9,435.5 |
| 72 | 75 mm | Each | 20 | 24.25 | 485 |
| 73 | 250x10 mm | Each | 10 | 374.35 | 3,743.5 |
| 74 | 150x10 mm | Each | 30 | 232.3 | 6,969 |
| 75 | 125 mm | Each | 50 | 205.1 | 10,255 |
| 76 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 4 | 109.6 | 438.4 |
| 77 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,025.65 | 10,256.5 |
| 78 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 4 | 856.3 | 3,425.2 |
| 79 | Size 40 mm | Each | 2 | 272.95 | 545.9 |
| 80 | Extruded section profile size 48x40 mm | Metre | 4 | 232.55 | 930.2 |
| 81 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 8 | 2,008.55 | 16,068.4 |
| 82 | With 2nd class teak wood beading 62X19 mm | Sqm | 50 | 1,404.25 | 70,212.5 |
| 83 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 32 | 10,030.3 | 3,20,969.6 |
| 84 | 125 mm | Each | 12 | 100.45 | 1,205.4 |
| 85 | 100mm | Each | 12 | 75.7 | 908.4 |
| 86 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 16 | 2,563.75 | 41,020 |
| 87 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 6 | 226.75 | 1,360.5 |
| 88 | 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. | Kg | 8850 | 111.95 | 9,90,757.5 |
| 89 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 4 | 4,781.15 | 19,124.6 |
| 90 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 242 | 175.65 | 42,507.3 |
| 91 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 653 | 444.5 | 2,90,258.5 |
| 92 | 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 | 6 | 185.95 | 1,115.7 |
| 93 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 15 | 185.2 | 2,778 |
| 94 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 160 | 142.3 | 22,768 |
| 95 | 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 | 80 | 612.25 | 48,980 |
| 96 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 410 | 545 | 2,23,450 |
| 97 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 25 | 7,958.65 | 1,98,966.25 |
| 98 | Light shade pigment with ordinary cement | Sqm | 960 | 913.7 | 8,77,152 |
| 99 | Light shade pigment with ordinary cement | Sqm | 180 | 1,559.9 | 2,80,782 |
| 100 | 40 mm wide and 4 mm thick | Metre | 2770 | 79.5 | 2,20,215 |
| 101 | Light shade pigment using white cement | Sqm | 80 | 1,233.05 | 98,644 |
| 102 | Ordinary cement without any pigment | Sqm | 100 | 928.5 | 92,850 |
| 103 | 25 mm thick | Sqm | 580 | 1,706.6 | 9,89,828 |
| 104 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 74 | 2,038.55 | 1,50,852.7 |
| 105 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 380 | 935.6 | 3,55,528 |
| 106 | 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 | 390 | 938.5 | 3,66,015 |
| 107 | Size of Tile 500x500 mm | Sqm | 20 | 1,334.35 | 26,687 |
| 108 | Size of Tile 600x600 mm | Sqm | 450 | 1,416.65 | 6,37,492.5 |
| 109 | Size of Tile 800 x 800 mm | Sqm | 150 | 1,372.8 | 2,05,920 |
| 110 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in- charge. | Sqm | 150 | 815.45 | 1,22,317.5 |
| 111 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 152 | 3,908.8 | 5,94,137.6 |
| 112 | In 75x75 mm deep chase | Metre | 180 | 260.2 | 46,836 |
| 113 | 40 to 50 mm thick | Sqm | 8 | 937.35 | 7,498.8 |
| 114 | 110 mm diameter | Metre | 366 | 319.75 | 1,17,028.5 |
| 115 | 110 mm | Each | 10 | 119.95 | 1,199.5 |
| 116 | 110 mm | Each | 10 | 110.6 | 1,106 |
| 117 | 110x110x110 mm | Each | 24 | 205.45 | 4,930.8 |
| 118 | 110x110x110 mm | Each | 8 | 190.75 | 1,526 |
| 119 | 110 mm bend | Each | 114 | 132 | 15,048 |
| 120 | 110 mm Shoe | Each | 114 | 115.95 | 13,218.3 |
| 121 | 110 mm | Each | 256 | 309.5 | 79,232 |
| 122 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 282 | 1,12,800 |
| 123 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 8915 | 442.75 | 39,47,116.25 |
| 124 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 50 | 461.85 | 23,092.5 |
| 125 | Neat cement punning. | Sqm | 166 | 67.8 | 11,254.8 |
| 126 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 800 | 214.3 | 1,71,440 |
| 127 | Flush/ Ruled pointing | Sqm | 3630 | 319.35 | 11,59,240.5 |
| 128 | Raised and cut pointing | Sqm | 350 | 580.25 | 2,03,087.5 |
| 129 | New work (three or more coats) | Sqm | 2650 | 32.45 | 85,992.5 |
| 130 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 8100 | 162.55 | 13,16,655 |
| 131 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1200 | 97.6 | 1,17,120 |
| 132 | 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 | 800 | 166.85 | 1,33,480 |
| 133 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 798 | 144.9 | 1,15,630.2 |
| 134 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 1032 | 61.45 | 63,416.4 |
| 135 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 92 | 55.5 | 5,106 |
| 136 | Two or more coats on new work | Sqm | 1140 | 131.45 | 1,49,853 |
| 137 | Two or more coats on new works including a coat of wood filler | Sqm | 16 | 368.3 | 5,892.8 |
| 138 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 2460 | 5.05 | 12,423 |
| 139 | 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 | 1500 | 123.85 | 1,85,775 |
| 140 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | Kg | 50 | 99.7 | 4,985 |
| 141 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 120 | 701.95 | 84,234 |
| 142 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 65 | 2,007.1 | 1,30,461.5 |
| 143 | In lime mortar | cum | 400 | 954.8 | 3,81,920 |
| 144 | In cement mortar | cum | 204 | 2,027.1 | 4,13,528.4 |
| 145 | In lime mortar | cum | 5 | 1,207.25 | 6,036.25 |
| 146 | In cement mortar | cum | 3 | 2,372.3 | 7,116.9 |
| 147 | Of area 3 sq. metres and below | Each | 135 | 302.7 | 40,864.5 |
| 148 | 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 | 100 | 4.65 | 465 |
| 149 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 20 | 0.7 | 14 |
| 150 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 20 | 0.7 | 14 |
| 151 | For thickness of tiles 10 mm to 25 mm | Sqm | 10 | 60.5 | 605 |
| 152 | G.S. Sheet | Sqm | 50 | 136 | 6,800 |
| 153 | Asbestos Cement sheet | Sqm | 40 | 63.75 | 2,550 |
| 154 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 80 | 2,197.55 | 1,75,804 |
| 155 | 100 mm dia pipe | Metre | 130 | 64.3 | 8,359 |
| 156 | 15 mm to 40 mm nominal bore | Metre | 200 | 124.1 | 24,820 |
| 157 | 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 | 3998 | 45.05 | 1,80,109.9 |
| 158 | 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 | 320 | 219.35 | 70,192 |
| 159 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 101 | 7,399.2 | 7,47,319.2 |
| 160 | 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). | cum | 4 | 8,613.55 | 34,454.2 |
| 161 | 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). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 80 | 8,277.55 | 6,62,204 |
| 162 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 120 | 1,011.2 | 1,21,344 |
| 163 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 24 | 5,781.35 | 1,38,752.4 |
| 164 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 24 | 5,540.55 | 1,32,973.2 |
| 165 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 5,268.85 | 15,806.55 |
| 166 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 1 | 2,275 | 2,275 |
| 167 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 29 | 2,040.85 | 59,184.65 |
| 168 | White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap | Each | 5 | 1,512.35 | 7,561.75 |
| 169 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 17 | 3,302.95 | 56,150.15 |
| 170 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,008.45 | 6,008.45 |
| 171 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,337.85 | 3,337.85 |
| 172 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 12 | 299.35 | 3,592.2 |
| 173 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 2 | 6,119.15 | 12,238.3 |
| 174 | Flat back wash basin of size 450x300 mm | Each | 2 | 554.2 | 1,108.4 |
| 175 | 32 mm dia | Each | 4 | 104.35 | 417.4 |
| 176 | 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 | 12 | 1,411.15 | 16,933.8 |
| 177 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 2 | 942.15 | 1,884.3 |
| 178 | C.P. brass | Each | 2 | 680.8 | 1,361.6 |
| 179 | Vitreous china | Each | 10 | 463 | 4,630 |
| 180 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 88 | 1,018.05 | 89,588.4 |
| 181 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 50 | 1,077.4 | 53,870 |
| 182 | For 100 mm dia pipe | Each | 30 | 308.45 | 9,253.5 |
| 183 | Sand cast iron S&S as per IS - 1729 | Each | 34 | 530.7 | 18,043.8 |
| 184 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 412.95 | 4,129.5 |
| 185 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 671.2 | 6,712 |
| 186 | Sand cast iron S&S as per iron 1729 | Each | 34 | 620.35 | 21,091.9 |
| 187 | Sand cast iron S&S as per IS - 1729 | Each | 44 | 392.9 | 17,287.6 |
| 188 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 12 | 146.3 | 1,755.6 |
| 189 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 12 | 204.7 | 2,456.4 |
| 190 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 2 | 600.35 | 1,200.7 |
| 191 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 1 | 16,100.4 | 16,100.4 |
| 192 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 40 | 213.9 | 8,556 |
| 193 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 40 | 320.6 | 12,824 |
| 194 | 15 mm nominal dia Pipes | Metre | 50 | 255.9 | 12,795 |
| 195 | 25 mm nominal dia Pipes | Metre | 25 | 408.55 | 10,213.75 |
| 196 | 15 mm nominal dia Pipes | Metre | 374 | 441.15 | 1,64,990.1 |
| 197 | 20 mm nominal dia Pipes | Metre | 24 | 513.75 | 12,330 |
| 198 | 25 mm nominal dia Pipes | Metre | 269 | 626.05 | 1,68,407.45 |
| 199 | 15 mm nominal dia Pipes | Metre | 310 | 221.35 | 68,618.5 |
| 200 | 25 mm nominal dia Pipes | Metre | 258 | 370.65 | 95,627.7 |
| 201 | 50 mm nominal dia Pipes | Metre | 135 | 811.85 | 1,09,599.75 |
| 202 | 80 mm nominal dia Pipes | Metre | 200 | 1,990.4 | 3,98,080 |
| 203 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 204 | 50 mm dia nominal bore | Metre | 50 | 654.2 | 32,710 |
| 205 | 25 to 40 mm nominal bore | Each | 3 | 757.1 | 2,271.3 |
| 206 | 50 to 80 mm nominal bore | Each | 10 | 1,513.7 | 15,137 |
| 207 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 5 | 670.15 | 3,350.75 |
| 208 | 15 mm nominal bore | Each | 90 | 303.85 | 27,346.5 |
| 209 | 15 mm nominal bore | Each | 86 | 303.85 | 26,131.1 |
| 210 | 25 mm nominal bore | Each | 45 | 532.35 | 23,955.75 |
| 211 | 15 mm nominal bore | Each | 4 | 85.2 | 340.8 |
| 212 | 100 mm diameter | Each | 11 | 166.35 | 1,829.85 |
| 213 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 5 | 10,102.5 | 50,512.5 |
| 214 | 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 | 22600 | 9.7 | 2,19,220 |
| 215 | 15 mm nominal bore | Each | 8 | 434.2 | 3,473.6 |
| 216 | 15 mm nominal bore | Each | 20 | 715.05 | 14,301 |
| 217 | 15 mm nominal bore | Each | 20 | 708.4 | 14,168 |
| 218 | 15 mm nominal bore | Each | 17 | 594.75 | 10,110.75 |
| 219 | 15mm nominal bore | Each | 18 | 500.35 | 9,006.3 |
| 220 | 100 mm diameter | Metre | 243 | 375.75 | 91,307.25 |
| 221 | 150 mm diameter | Metre | 66 | 591.4 | 39,032.4 |
| 222 | 250 mm diameter | Metre | 20 | 1,293.9 | 25,878 |
| 223 | 150 mm diameter S.W. pipe | Metre | 50 | 1,095.15 | 54,757.5 |
| 224 | 250 mm diameter S.W. pipe | Metre | 20 | 1,476.35 | 29,527 |
| 225 | 100 mm diameter S.W. pipe | Metre | 128 | 425.6 | 54,476.8 |
| 226 | 150 mm diameter S.W. pipe | Metre | 16 | 689.75 | 11,036 |
| 227 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 9 | 3,219 | 28,971 |
| 228 | For pipes 250 to 300 mm diameter | Each | 9 | 785.9 | 7,073.1 |
| 229 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 28,029.15 | 28,029.15 |
| 230 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 433.95 | 34,716 |
| 231 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 160 | 531.8 | 85,088 |
| 232 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 24 | 1,496.15 | 35,907.6 |
| 233 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 76 | 560.85 | 42,624.6 |
| 234 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 48 | 7,510.75 | 3,60,516 |
| Schedule total | ₹7,19,82,237.31 | ||||
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