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Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
4 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ADEN LINE
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.
Essential infrastructure facilities required for C&W at Merta Road
131OF2026-27~NWR
131OF2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.1 L
10 Aug 2026
10 Aug 2026
21 Aug 2026
137 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 860 | 260.3 | 2,23,858 |
| 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 | 131 | 196 | 25,676 |
| 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 | 240 | 700.5 | 1,68,120 |
| 4 | All kinds of soil | cum | 70 | 126.8 | 8,876 |
| 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 | 115 | 7,878.5 | 9,06,027.5 |
| 6 | 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 | 80 | 7,178.75 | 5,74,300 |
| 7 | 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 | 69 | 6,812 | 4,70,028 |
| 8 | 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 | 4 | 9,895.2 | 39,580.8 |
| 9 | 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 | 9 | 9,045.75 | 81,411.75 |
| 10 | cum | 9 | 11,505.5 | 1,03,549.5 | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 160 | 392.15 | 62,744 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 450 | 927.25 | 4,17,262.5 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 70 | 736.4 | 51,548 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 30 | 764.95 | 22,948.5 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 951.1 | 19,022 |
| 16 | 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 | 4 | 10,585.9 | 42,343.6 |
| 17 | 50 mm thick | Sqm | 500 | 1,886.9 | 9,43,450 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 5200 | — | 107.85 | 5,60,820 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 11500 | — | 107.85 | 12,40,275 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 9,504.75 | 2,37,618.75 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 9,860.4 | 11,83,248 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 23 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 35 | 905.05 | 31,676.75 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 280 | 7,311.25 | 20,47,150 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 380 | 9,275.45 | 35,24,671 |
| 26 | Square or rectangular pillars | cum | 15 | 1,060.5 | 15,907.5 |
| 27 | Red sand stone | cum | 2 | 93,741.1 | 1,87,482.2 |
| 28 | Area of slab over 0.50 sqm | Sqm | 15 | 5,136.3 | 77,044.5 |
| 29 | Area of slab over 0.50 sqm | Sqm | 10 | 3,848.7 | 38,487 |
| 30 | 70 mm thick | Sqm | 15 | 9,498.1 | 1,42,471.5 |
| 31 | 50 mm thick | Sqm | 10 | 8,721.45 | 87,214.5 |
| 32 | 30 mm thick | Sqm | 5 | 7,942.5 | 39,712.5 |
| 33 | Sal wood | cum | .7 | 1,16,520.3 | 81,564.21 |
| 34 | 35 mm thick shutters | Sqm | 15 | 4,111.95 | 61,679.25 |
| 35 | 30 mm thick shutters | Sqm | 25 | 3,747.3 | 93,682.5 |
| 36 | Second class teak wood | Sqm | 10 | 3,323.2 | 33,232 |
| 37 | Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, grade I | Sqm | 9 | 2,012.05 | 18,108.45 |
| 38 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 18 | 2,241.8 | 40,352.4 |
| 39 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,473.85 | 86,846.25 |
| 40 | Second class teak wood | Sqm | 20 | 4,852.3 | 97,046 |
| 41 | Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, 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 | 55 | 725.85 | 39,921.75 |
| 42 | Particle board with decorative veneering on both sides | Metre | 65 | 125.2 | 8,138 |
| 43 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 120 | 238.35 | 28,602 |
| 44 | With 12 mm mild steel U beading | Sqm | 45 | 939.2 | 42,264 |
| 45 | 100x58x1.90 mm | Each | 50 | 45 | 2,250 |
| 46 | 75x47x1.70 mm | Each | 100 | 39.3 | 3,930 |
| 47 | 250x16 mm | Each | 30 | 193.7 | 5,811 |
| 48 | 200x10 mm | Each | 20 | 69.4 | 1,388 |
| 49 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). | Each | 50 | 122.15 | 6,107.5 |
| 50 | 100 mm | Each | 50 | 32.55 | 1,627.5 |
| 51 | 75 mm | Each | 60 | 29.7 | 1,782 |
| 52 | 75 mm | Each | 30 | 386.6 | 11,598 |
| 53 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 45 | 121.65 | 5,474.25 |
| 54 | 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 | 18 | 983.15 | 17,696.7 |
| 55 | 250x16 mm | Each | 10 | 260.6 | 2,606 |
| 56 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | Sqm | 10 | 2,307.35 | 23,073.5 |
| 57 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) (Height upto 1.8m). | Sqm | 5 | 7,860.35 | 39,301.75 |
| 58 | 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 | 12 | 10,993.55 | 1,31,922.6 |
| 59 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 20 | 8,106.3 | 1,62,126 |
| 60 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 10 | 9,155.2 | 91,552 |
| 61 | 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 1850 | — | 133.7 | 2,47,345 |
| 62 | 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 | 220.65 | 3,309.75 |
| 63 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 20 | 97.2 | 1,944 |
| 64 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 280 | 172.6 | 48,328 |
| 65 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 20 | 614.2 | 12,284 |
| 66 | Ordinary cement without any pigment | Sqm | 25 | 1,056.35 | 26,408.75 |
| 67 | 25 mm thick | Sqm | 130 | 1,948.25 | 2,53,272.5 |
| 68 | 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 | 10 | 2,354.7 | 23,547 |
| 69 | 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 | 10 | 1,096.55 | 10,965.5 |
| 70 | 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 | 8 | 1,112.7 | 8,901.6 |
| 71 | Size of Tile 600x600 mm | Sqm | 100 | 1,553.45 | 1,55,345 |
| 72 | Size of Tile 600 x 600 mm | Sqm | 150 | 1,502.75 | 2,25,412.5 |
| 73 | Size of Tile 600 x 1200 mm | Sqm | 100 | 1,798.8 | 1,79,880 |
| 74 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 20 | 4,481.3 | 89,626 |
| 75 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 10 | 980.5 | 9,805 |
| 76 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 10 | 1,863.9 | 18,639 |
| 77 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 10 | 944.05 | 9,440.5 |
| 78 | In 75x75 mm deep chase | Metre | 140 | 305.15 | 42,721 |
| 79 | 110 mm diameter | Metre | 138 | 377.4 | 52,081.2 |
| 80 | 110 mm bend | Each | 34 | 150.35 | 5,111.9 |
| 81 | 110 mm Shoe | Each | 34 | 131.85 | 4,482.9 |
| 82 | 110 mm | Each | 30 | 371.3 | 11,139 |
| 83 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 10 | 1,401.35 | 14,013.5 |
| 84 | 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 | 90 | 738.65 | 66,478.5 |
| 85 | 1:6 (1 cement: 6 fine sand) | Sqm 1600 | — | 450 | 7,20,000 |
| 86 | 20 mm cement plaster | Sqm | 35 | 587.2 | 20,552 |
| 87 | 1:3 (1 cement : 3 fine sand) | Sqm | 400 | 300.45 | 1,20,180 |
| 88 | Neat cement punning. | Sqm | 70 | 79.95 | 5,596.5 |
| 89 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 230 | 22.1 | 5,083 |
| 90 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1350 | — | 262.7 | 3,54,645 |
| 91 | Flush/ Ruled pointing | Sqm | 400 | 385.4 | 1,54,160 |
| 92 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm 1335 | — | 185.65 | 2,47,842.75 |
| 93 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 500 | 160.6 | 80,300 |
| 94 | 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 | 450 | 176.25 | 79,312.5 |
| 95 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 250 | 170.7 | 42,675 |
| 96 | Two or more coats on new work | Sqm | 45 | 146.8 | 6,606 |
| 97 | Two or more coats on new works including a coat of wood filler | Sqm | 100 | 446.25 | 44,625 |
| 98 | Lettering with black Japan paint of approved brand and manufacture | per 4500 letter per cm height | — | 6.15 | 27,675 |
| 99 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 500 | 218.9 | 1,09,450 |
| 100 | 63 mm to 45 mm size stone aggregate | cum | 75 | 1,636.05 | 1,22,703.75 |
| 101 | 53 mm to 22.4 mm size stone aggregate | cum | 63 | 1,842.3 | 1,16,064.9 |
| 102 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 138 | 1,046.95 | 1,44,479.1 |
| 103 | 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 | 20 | 7,993.8 | 1,59,876 |
| 104 | Cement concrete prepared with batch mixing machine | cum | 145 | 10,529.35 | 15,26,755.75 |
| 105 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 25 | 206.3 | 5,157.5 |
| 106 | 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 |
| 107 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 70 | 972 | 68,040 |
| 108 | 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 | 18 | 9,823.8 | 1,76,828.4 |
| 109 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 4 | 6,383.25 | 25,533 |
| 110 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 111 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,301.75 | 13,810.5 |
| 112 | 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 | 4 | 349.15 | 1,396.6 |
| 113 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 53.25 | 532.5 |
| 114 | Providing and fixing 600x450 mm bevelled 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 | 1,607.95 | 9,647.7 |
| 115 | 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 | 4 | 1,083.5 | 4,334 |
| 116 | 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 | 4 | 168.35 | 673.4 |
| 117 | 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 | 4 | 673.4 | 2,693.6 |
| 118 | 15 mm nominal dia Pipes | Metre | 100 | 286.8 | 28,680 |
| 119 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 120 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 121 | 50 mm nominal dia Pipes | Metre | 200 | 794.25 | 1,58,850 |
| 122 | 15 mm dia nominal bore | Metre | 10 | 322.15 | 3,221.5 |
| 123 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 124 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 125 | 15 mm nominal bore | Each | 2 | 318.35 | 636.7 |
| 126 | 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 1000 Litre | — | 11 | 11,000 |
| 127 | 15 mm nominal bore | Each | 4 | 798.95 | 3,195.8 |
| 128 | 15 mm nominal bore | Each | 4 | 670.45 | 2,681.8 |
| 129 | 15mm nominal bore | Each | 4 | 574.3 | 2,297.2 |
| 130 | 50 mm dia | Each | 1 | 5,748.8 | 5,748.8 |
| 131 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 4 | 182.1 | 728.4 |
| 132 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 4 | 121.4 | 485.6 |
| 133 | 150 mm diameter | Metre | 70 | 695.8 | 48,706 |
| 134 | 150 mm diameter S.W. pipe | Metre | 70 | 1,179.85 | 82,589.5 |
| 135 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 495.05 | 39,604 |
| 136 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 110 | 598.6 | 65,846 |
| 137 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20 | 1,505.25 | 30,105 |
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ACSno01to06inGCC2022.pdf
ATTACHMENT
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Seeking clarification on applicabil
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