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Tender Value
₹7.6 Cr
EMD Value
₹15.2 L
Closing Date
10 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/S
15 conditions · 2 needing a document upload
10.2. Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover 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.
10. Eligibility Criteria: 10.1 Technical Eligibility Criteria: (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 fulfilment 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. 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 type of civil work viz. building and structure work, pipelines, underground and overhead tanks, foundation treatment works in any Railway embankment/cutting, any earthwork, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works, etc.
19 conditions · 3 needing a document upload
As per official Gazette Notification from "The Institute of Chartered Accountants of India( ICAI) (Set up by an Act of Parliament) dated 02/08/2019,Unique Document Identification Number (UDIN) has been made mandatory from 1st July, 2019 for all Audit/Assurance/Attest function.(Official Gazette Notification attached below).'ICAI has conceptualised and implemented an innovative concept called Unique Document Identification Number (UDIN). ICAI at its 379th Council Meeting held on 17th - 18th December, 2018 made generation of UDIN mandatory for every signature of Full time Practising Chartered Accountants in phased manner for the following services: 1) All Certificates with effect from 1st February, 2019 2) GST and Income Tax Audit with effect from 1st April, 2019 3) All Audit and Assurance Functions with effect from 1st July, 2019 Therefore, UDIN is being made mandatory for all Audit and Assurance Functions like Documents and Reports certified / issued by full time Practising Chartered Accountants from 1st July, 2019'.Any document verified by CA but not having UDIN No. (Wherever applicable) shall not be considered.
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.
The work shall be maintained after completion for a period of 24 Months by the contractor and he shall make good any defects, imperfection shrinkages or faults which may appear at his own cost.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
Tenderers are abiding by the General Conditions of Contract (GCC) April-2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
Tenderers are abiding by the General Conditions of Contract (GCC) April-2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Proposal for SUR Amrit station soft upgradation by removal & relocation of infringing structures,repairs to existing building and S&T & Electrical installation as per approved master plan.
31-2026-SrDENS~CR
31-2026-SrDENS
Open
Works - General
12 Months
Solapur, Maharashtra
₹0
₹15.2 L
19 Aug 2026
19 Aug 2026
27 Aug 2026
116 items across 2 schedules · ₹7,06,40,697.57 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 200 | 494.1 | 98,820 |
| 2 | All kinds of soil | cum | 1100 | 177.5 | 1,95,250 |
| 3 | Ordinary rock | cum | 250 | 498.9 | 1,24,725 |
| 4 | Hard rock (blasting prohibited) | cum | 170 | 1,432.95 | 2,43,601.5 |
| 5 | All kinds of soil. | cum | 2000 | 260.3 | 5,20,600 |
| 6 | Ordinary rock | cum | 1100 | 632.95 | 6,96,245 |
| 7 | Hard rock (blasting prohibited) | cum | 250 | 1,523.05 | 3,80,762.5 |
| 8 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 490 | 352.15 | 1,72,553.5 |
| 9 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 530 | 549.75 | 2,91,367.5 |
| 10 | 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 | 660 | 196 | 1,29,360 |
| 11 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 350 | 8,340.85 | 29,19,297.5 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1360 | 392.15 | 5,33,324 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 4600 | 842.5 | 38,75,500 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 610 | 927.25 | 5,65,622.5 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1340 | 736.4 | 9,86,776 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 900 | 961.3 | 8,65,170 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 15 | 764.95 | 11,474.25 |
| 18 | Under 20 cm wide | Metre | 30 | 208.55 | 6,256.5 |
| 19 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 30 | 384.3 | 11,529 |
| 20 | 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 | 120 | 10,585.9 | 12,70,308 |
| 21 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering 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 | 5 | 14,325.95 | 71,629.75 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 53000 | 107.85 | 57,16,050 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 20958.85 | — | 107.85 | 22,60,411.97 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1000 | 9,504.75 | 95,04,750 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 500 | 9,860.4 | 49,30,200 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 960 | 733.5 | 7,04,160 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 7,132.25 | 10,69,837.5 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 195 | 9,105.95 | 17,75,660.25 |
| 29 | cum | 10 | 15,077.95 | 1,50,779.5 | |
| 30 | Area of slab upto 0.50 sqm | Sqm | 75 | 3,414.8 | 2,56,110 |
| 31 | Area of slab over 0.50 sqm | Sqm | 70 | 3,078.4 | 2,15,488 |
| 32 | Granite work | Metre | 60 | 510.95 | 30,657 |
| 33 | Metre | 27 | 568.55 | 15,350.85 | |
| 34 | Each | 25 | 978.7 | 24,467.5 | |
| 35 | 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 | 270 | 1,267.95 | 3,42,346.5 |
| 36 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 220 | 3,167.95 | 6,96,949 |
| 37 | Fixed to steel windows by welding | Kg | 3500 | 219.1 | 7,66,850 |
| 38 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 25 | 238.35 | 5,958.75 |
| 39 | With 12 mm mild steel U beading | Sqm | 65 | 939.2 | 61,048 |
| 40 | 250x10 mm | Each | 30 | 115.15 | 3,454.5 |
| 41 | 125 mm | Each | 90 | 119.2 | 10,728 |
| 42 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 20 | 117.35 | 2,347 |
| 43 | 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 | 2200 | 133.7 | 2,94,140 |
| 44 | Hot finished welded type tubes | Kg | 1580 | 194.4 | 3,07,152 |
| 45 | Providing and fixing bolts including nuts and washers complete. | Kg | 50 | 159.35 | 7,967.5 |
| 46 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 580 | 172.6 | 1,00,108 |
| 47 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 106 | 772.4 | 81,874.4 |
| 48 | Dark shade pigment using ordinary cement | Sqm | 2750 | 1,119.5 | 30,78,625 |
| 49 | Size of Tile 600 x 1200 mm | Sqm | 190 | 1,577.15 | 2,99,658.5 |
| 50 | Size of Tile 600 x 600 mm | Sqm | 890 | 1,464.85 | 13,03,716.5 |
| 51 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 55 | 4,481.3 | 2,46,471.5 |
| 52 | 110 mm diameter | Metre | 400 | 377.4 | 1,50,960 |
| 53 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 54 | 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 | 500 | 738.65 | 3,69,325 |
| 55 | Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. | Sqm | 1500 | 1,570 | 23,55,000 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 3120 | 347.05 | 10,82,796 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 4050 | 399.45 | 16,17,772.5 |
| 58 | Neat cement punning. | Sqm | 400 | 79.95 | 31,980 |
| 59 | In two coats | Sqm | 70 | 1,175.75 | 82,302.5 |
| 60 | 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 |
| 61 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1700 | 171.1 | 2,90,870 |
| 62 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 4000 | 193.7 | 7,74,800 |
| 63 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 70 | 2,434.25 | 1,70,397.5 |
| 64 | In cement mortar | cum | 90 | 2,060.2 | 1,85,418 |
| 65 | In cement mortar | cum | 290 | 2,458.95 | 7,13,095.5 |
| 66 | Of area 3 sq. metres and below | Each | 70 | 367.2 | 25,704 |
| 67 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 4000 | 5.65 | 22,600 |
| 68 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 5 | 266.45 | 1,332.25 |
| 69 | G.S. Sheet | Sqm | 350 | 164.95 | 57,732.5 |
| 70 | Asbestos Cement sheet | Sqm | 15 | 77.3 | 1,159.5 |
| 71 | 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 | 5 | 54.65 | 273.25 |
| 72 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 5 | 56.35 | 281.75 |
| 73 | 63 mm to 45 mm size stone aggregate | cum | 25 | 1,636.05 | 40,901.25 |
| 74 | Moorum | cum | 360 | 768.25 | 2,76,570 |
| 75 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 2850 | 2,017.6 | 57,50,160 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1000 | 1,091.5 | 10,91,500 |
| 77 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 78 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 6,258.75 | 18,776.25 |
| 79 | 470x420 mm bowl depth 178 mm | Each | 7 | 3,407.2 | 23,850.4 |
| 80 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 15 | 53.25 | 798.75 |
| 81 | 20 mm nominal dia Pipes | Metre | 300 | 537.6 | 1,61,280 |
| 82 | 80 mm dia nominal bore | Metre | 19 | 1,041.7 | 19,792.3 |
| 83 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 3000 | 11 | 33,000 |
| 84 | 150 mm dia. R.C.C. pipe | Metre | 160 | 556.45 | 89,032 |
| 85 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 86 | 450 mm dia. R.C.C. pipe | Metre | 20 | 1,620.95 | 32,419 |
| 87 | 600 mm dia. R.C.C. pipe | Metre | 20 | 2,243.4 | 44,868 |
| 88 | 900 mm dia. R.C.C. pipe | Metre | 40 | 4,750.85 | 1,90,034 |
| 89 | 1100 mm dia. R.C.C. pipe | Metre | 100 | 6,276.6 | 6,27,660 |
| 90 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 25 | 12,770.55 | 3,19,263.75 |
| 91 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 9 | 5,957.9 | 53,621.1 |
| 92 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 7 | 6,889.8 | 48,228.6 |
| 93 | 600 mm dia RCC pipes. | Metre | 55 | 3,401.25 | 1,87,068.75 |
| 94 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1000 | 530.9 | 5,30,900 |
| 95 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 690 | 634.45 | 4,37,770.5 |
| 96 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 300 | 1,176.8 | 3,53,040 |
| 97 | Upto 5mm depth and 5 mm width | Metre | 430 | 96.75 | 41,602.5 |
| 98 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 900 | 688.9 | 6,20,010 |
| 99 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 90 | 8,042.3 | 7,23,807 |
| 100 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 50 | 414.3 | 20,715 |
| Schedule total | ₹6,84,15,932.57 | ||||
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