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Tender Value
₹5.5 Cr
EMD Value
₹11.0 L
Closing Date
6 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
EAST TENDE
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC- 2022and as per Railway BoardAdvancecorrection slip No.1 dated 14-07- 2022The tenderer must have minimum average annual contractualturnover ofV/Nor "V" which ever is less: where V= Advertised value of the tender in crores of Rupees N= Numberof yearsprescribed for completion of work for which bids have been invited. The average annual contractualturnover shallbe calculated as an average of "total contractual payments" in the previous three financial years,as per theaudited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, theaudited balance sheet of the fourth previous year shall be considered for calculating average annualcontractualturnover. The tenderers shall submit requisite information asper Annexure-F (Annexure-VIB of GCC),along withcopies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate fromCharteredAccountant duly supported by Audited Balance Sheet
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022 (As per Advanced Correction slipNo,1dated.14.07.2022 to GCC-2022) and the same is mentioned in para no.10.2 page no. 15 of this tenderdocument.Tenderershould attach Self-attested/ Digitally signed copy of Certificate showing minimum averageannualcontractualturnover as per Annexure VIB of IRSGCC-2022 (As per Advanced Correction slipNo,1dated.14.07.2022 to GCC2022) in Annexure - "F"Page-32 of Master Document 1 attached to the tender
Similar Nature of Work : " "C-II : Any Civil Engineering Works (excluding Track works/Zonal works)" (as perHQrsletter No. W.148/P/SNW/2025dated.02.12.2025, with the Approval of PCE/SCR)
Technical Eligibility Criteria: as per Clause 10.1 of Part-I of IRSGCC- 2022(a) The tenderer must havesuccessfullycompleted or substantially completed any one of the following categories of work(s) during last07(seven) years,ending last day of month previous to the one in which tender is invited: (i) Three similar workseach costing notless than the amount equal to 30% of advertised value of the tender, or (ii) Two similar workseach costing notless than the amount equal to 40% of advertised value of the tender, or (iii) One similar workcosting not less thanthe amount equal to 60% of advertised value of the tender
(b) (1) In case of tenders for composite works (e.g. works involving morethan one distinct component, suchasCivilEngineering works, S&Tworks, Electrical works, OHE works etc. and in the case of majorbridgessubstructure,superstructure etc.), tenderer must have successfullycompleted or substantially completedany oneof the followingcategoriesof work(s) during last 07 (seven) years, ending last day of monthprevious to theone in which tender isinvited: (i) Three similar workseach costing not less than the amount equal to 30% ofadvertisedvalueof eachcomponent of tender, or (ii) Two similar works each costing notless than the amount equalto 40% ofadvertisedvalue of eachcomponent of tender, or (iii) One similar work each costing not less thantheamount equalto 60% ofadvertised value of each component oftender. Note for b(1): Separate completed works of minimumrequiredvaluesshall also be considered for fulfilment of technical eligibilitycriteria for differentcomponents. (b)(2)In such cases, what constitutes acomponent in a composite work shall be clearly pre- defined withestimatedtender cost of it, aspart of the tender documents without anyambiguity. (b) (3) To evaluate thetechnicaleligibility of tenderer,onlycomponents of work as stipulated in tender documents for evaluationoftechnicaleligibility, shall be considered.The scope of work covered inother remaining components shall beeither executedby tendererhimself if he has work experience as mentioned in clause 7 of 1.1.1 theStandard GeneralConditions ofContractor throughsubcontractorfulfilling the requirements as per clause 7 of the Standard GeneralConditions ofContract or jointly i.e.,partly himself and remainingthrough subcontractor, with priorapproval of Chief Engineerin writing.However, ifrequired in tender documents by way of Special Conditions,aformal agreement dulynotarised, legally enforceablein the court of law,shall be executed by the main contractor with the subcontractorfor thecomponent(s) of workproposed to be executed by the subcontractor(s),and shall besubmitted along withthe offer for consideringsubletting ofthat scope of work towards fulfilment of technicaleligibility.Suchsubcontractor must fulfill technicaleligibility criteria as follows: Thesubcontractor shall havesuccessfullycompleted at least one worksimilar to workproposed for subcontract, costing not less than 35%valueof work tobe subletted, in last 5 years, ending last day of monthprevious to the one in which tender is invitedthrough a works contract.Note: for subletting of work costing upto Rs 50 lakh, no previous workexperience ofsubcontractorshall be asked for by the Railway. In caseafter award ofcontract or during execution of work itbecomesnecessaryfor contractor to change subcontractor, the same shall bedone withsubcontractor(s) fulfillingtherequirements as per clause 7 of theStandard General Conditions of Contract, with prior approval ofChiefEngineerin writing
Note for Item 10.1 of IRSGCC-2022: Work experience certificate from private individual shall not beconsidered.However, in addition to work experience certificates issued by any Govt. Organization, workexperiencecertificate issued by Public listed company having average annual turnover of Rs 500 crore and abovein last 3financial years excluding the current financial year, listed on National Stock Exchange or BombayStockExchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also 1.1.2 beconsideredprovided the work experience certificate has been issued by a person authorized by the Public listedcompany toissue such certificates. In case tenderer submits work experience certificate issued by public listedcompany, thetenderer 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 forall paymentsreceived and copy offinal/last bill paid by company in support of above work experience certificate
17 conditions · 5 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.
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.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWD DSR rates.Tenderershould note this before quoting the rates
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to theofficial nominated(i.e.OS/Tenders/Engg)/BZA Division) as indicated in the tender document before closingdate for submission of bids (i.e.excluding the last date of submission of Bids)
All the instructions furnished in the Technical Compliance /Commercial Compliance / Custom/Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC/ Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere totheinstruction and directions given therein
SW I: BZA - Roof repairs and replacement of perished doors, windows and tiles of service buildings in SSE/W/East/BZA section under ADEN/Buildings/BZA Jurisdiction.SW II: (i) : Repairs to perished doors, cupboards, mesh doors, compound wall and brightening in officers colony under SSE/W/GVPT/BZA.(ii): BZA- Repairs to perished doors, windows, mosquito roof mesh, roof leakage, tiles, drainage and safety grills in Traffic, Loco and Green park colony under SSE/W/E/BZA section. SW III: STPM - Repairs to drains, Rear side compound wall, perished doors, safety grills, mosquito mesh, Roof leakages etc., at East (Temple) colony in SSE/Works/STPM under ADEN/Buildings/BZA Jurisdiction.SW IV: Repair works (Roof leakage arresting works, Repair to perished Doors and windows, Mesh doors and Mesh to windows , Repairs to Balcony drops and parapet walls and safety grills etc.,) in quarters of winchpet, Upyard and traffic colonies in SSE/W/West/BZA section under ADEN/Buildings/BZA Jurisdiction.SW V: Renovation and conversion of old cash office into Sr.DSC/RPF office under SSE/W/East/BZA section.SW VI: BZA- Repairs to PREM office at DRM office compound under SSE/W/East/BZA section.
E-28-EAST-BZA-2026~SCOR
E-28-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹11.0 L
11 Sept 2026
11 Sept 2026
22 Sept 2026
197 items across 3 schedules · ₹6,41,91,515.29 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 565.83 | 177.5 | 1,00,434.83 |
| 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 | 19.7 | 196 | 3,861.2 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 92.39 | 2,123.75 | 1,96,213.26 |
| 4 | All kinds of soil | Sqm | 800 | 34.15 | 27,320 |
| 5 | 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 | 3399.19 | 17.6 | 59,825.74 |
| 6 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 1016.5 | 234.75 | 2,38,623.38 |
| 7 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 75 | 310.05 | 23,253.75 |
| 8 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 350 | 279.7 | 97,895 |
| 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 | 302.89 | 7,878.5 | 23,86,318.87 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 114.78 | 7,294.7 | 8,37,285.67 |
| 11 | 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 | 134.67 | 7,178.75 | 9,66,762.26 |
| 12 | 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 | 61.02 | 9,895.2 | 6,03,805.1 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 610.24 | 842.5 | 5,14,127.2 |
| 14 | 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 | 38.94 | 9,045.75 | 3,52,241.51 |
| 15 | 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 | 3.85 | 10,852.95 | 41,783.86 |
| 16 | cum | 16.36 | 11,505.5 | 1,88,229.98 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 75.36 | 392.15 | 29,552.42 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 30 | 927.25 | 27,817.5 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 120.02 | 736.4 | 88,382.73 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 140.58 | 961.3 | 1,35,139.55 |
| 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 | 4.2 | 10,585.9 | 44,460.78 |
| 22 | Providing, transporting, 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 | 2.1 | 20,355.8 | 42,747.18 |
| 23 | 50 mm thick | Sqm | 22.68 | 1,886.9 | 42,794.89 |
| 24 | 40 mm thick | Sqm | 22.68 | 1,706.55 | 38,704.55 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 4.51 | 9,655.7 | 43,547.21 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 8.19 | 10,011.35 | 81,992.96 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 11.04 | 7,370.65 | 81,371.98 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 16.56 | 7,132.25 | 1,18,110.06 |
| 29 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 15.18 | 9,344.35 | 1,41,847.23 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 326.35 | 9,105.95 | 29,71,726.78 |
| 31 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 67.2 | 1,150.5 | 77,313.6 |
| 32 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 34.86 | 8,333.65 | 2,90,511.04 |
| 33 | Area of slab upto 0.50 sqm | Sqm | 24 | 5,742.55 | 1,37,821.2 |
| 34 | Area of slab over 0.50 sqm | Sqm | 144.5 | 5,136.3 | 7,42,195.35 |
| 35 | Granite work | Metre | 156.5 | 510.95 | 79,963.68 |
| 36 | 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 | 1047.6 | 1,267.95 | 13,28,304.42 |
| 37 | Second class teak wood | cum | 3.8 | 1,42,949.7 | 5,43,208.86 |
| 38 | 30 mm thick shutters | Sqm | 193.9 | 3,747.3 | 7,26,601.47 |
| 39 | Second class teak wood | Sqm | 148.71 | 3,323.2 | 4,94,193.07 |
| 40 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 62.4 | 2,600.45 | 1,62,268.08 |
| 41 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 180 | 3,167.95 | 5,70,231 |
| 42 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 72 | 2,819.25 | 2,02,986 |
| 43 | 25 mm dia (heavy type) | Metre | 150 | 186.4 | 27,960 |
| 44 | With 2nd class teak wood beading 62X19 mm | Sqm | 158.4 | 1,308.35 | 2,07,242.64 |
| 45 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 686 | 228.85 | 1,56,991.1 |
| 46 | 100x75x3.50 mm | Each | 15 | 62.05 | 930.75 |
| 47 | 125x65x2.12 mm | Each | 60 | 55.75 | 3,345 |
| 48 | 100x58x1.90 mm | Each | 12 | 48.2 | 578.4 |
| 49 | 300x16 mm | Each | 357 | 216.55 | 77,308.35 |
| 50 | 250x16 mm | Each | 100 | 193.7 | 19,370 |
| 51 | 250x10 mm | Each | 353 | 83.9 | 29,616.7 |
| 52 | 200x10 mm | Each | 399 | 69.4 | 27,690.6 |
| 53 | 125 mm | Each | 632 | 39.95 | 25,248.4 |
| 54 | 125x64x2.50 mm | Each | 636 | 129.85 | 82,584.6 |
| 55 | 125x85x5.5 mm (heavy type) | Each | 369 | 268.65 | 99,131.85 |
| 56 | 250x10 mm | Each | 60 | 441.6 | 26,496 |
| 57 | 300x16x5 mm | Each | 50 | 322.2 | 16,110 |
| 58 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 85 | 854.65 | 72,645.25 |
| 59 | 125 mm | Each | 370 | 256.65 | 94,960.5 |
| 60 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 90 | 121.65 | 10,948.5 |
| 61 | 100x63x4 mm | Each | 450 | 104.75 | 47,137.5 |
| 62 | 250x16 mm | Each | 150 | 260.6 | 39,090 |
| 63 | 150x10 mm | Each | 150 | 82.55 | 12,382.5 |
| 64 | 125 mm | Each | 150 | 66.25 | 9,937.5 |
| 65 | Single rubber stopper | Each | 100 | 39.6 | 3,960 |
| 66 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 120 | 414.2 | 49,704 |
| 67 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 24.5 | 492.7 | 12,071.15 |
| 68 | 30 mm thick plain PVC door shutters | Sqm | 8.08 | 3,182.95 | 25,718.24 |
| 69 | Second class teak wood | Sqm | 40 | 4,692.1 | 1,87,684 |
| 70 | With 2nd class teak wood beading 62X19 mm | Sqm | 381.8 | 1,597.15 | 6,09,791.87 |
| 71 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 242.92 | 10,874.2 | 26,41,560.66 |
| 72 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 300 | 533.25 | 1,59,975 |
| 73 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 41.64 | 844.7 | 35,173.31 |
| 74 | 4.0 mm thick glass panes | Sqm | 73.2 | 1,064.65 | 77,932.38 |
| 75 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 820 | 614.2 | 5,03,644 |
| 76 | Dark shade pigment using ordinary cement | Sqm | 24 | 1,442.15 | 34,611.6 |
| 77 | 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 | 327.95 | 1,096.55 | 3,59,613.57 |
| 78 | 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 | 304 | 1,112.7 | 3,38,260.8 |
| 79 | Size of Tile 600x600 mm | Sqm | 739.14 | 1,553.45 | 11,48,217.03 |
| 80 | Size of Tile 1000x1000 mm | Sqm | 300 | 2,089.65 | 6,26,895 |
| 81 | Size of Tile 600 x 1200 mm | Sqm | 75 | 1,577.15 | 1,18,286.25 |
| 82 | Size of Tile 600 x 1200 mm | Sqm | 485.37 | 1,798.8 | 8,73,083.56 |
| 83 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 788.3 | -850.1 | -6,70,133.83 |
| 84 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 738.3 | 753.25 | 5,56,124.48 |
| 85 | 110 mm diameter | Metre | 930 | 377.4 | 3,50,982 |
| 86 | 110x110x110 mm | Each | 190 | 234.15 | 44,488.5 |
| 87 | 110 mm bend | Each | 200 | 150.35 | 30,070 |
| 88 | 110 mm | Each | 380 | 371.3 | 1,41,094 |
| 89 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 250 | 1,355.8 | 3,38,950 |
| 90 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 147.32 | 1,529.1 | 2,25,267.01 |
| 91 | 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 | 3446 | 738.65 | 25,45,387.9 |
| 92 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 1615.08 | 1,902.95 | 30,73,416.49 |
| 93 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | Sqm | 750 | 1,703.95 | 12,77,962.5 |
| 94 | 1:4 (1 cement: 4 fine sand) | Sqm | 456 | 347.05 | 1,58,254.8 |
| 95 | 1:6 (1 cement: 6 fine sand) | Sqm | 2934.99 | 333.35 | 9,78,378.92 |
| 96 | 1:4 (1 cement: 4 coarse sand) | Sqm | 900 | 411.75 | 3,70,575 |
| 97 | 1:6 (1 cement: 6 coarse sand) | Sqm | 43.2 | 395.35 | 17,079.12 |
| 98 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 943.2 | 116.9 | 1,10,260.08 |
| 99 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 423.5 | 181.25 | 76,759.38 |
| 100 | Two or more coats on new work | Sqm | 659.08 | 155.9 | 1,02,750.57 |
| 101 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 367.36 | 226.25 | 83,115.2 |
| 102 | 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 | 16258.73 | 156.05 | 25,37,174.82 |
| 103 | Two coats | Sqm | 18083.63 | 137.45 | 24,85,594.94 |
| 104 | One coat | Sqm | 251.6 | 95.45 | 24,015.22 |
| 105 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 15835.23 | 73.95 | 11,71,015.26 |
| 106 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 5251.6 | 19.75 | 1,03,719.1 |
| 107 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 15083.63 | 25.15 | 3,79,353.29 |
| 108 | One or more coats on old work | Sqm | 3564.4 | 102.8 | 3,66,420.32 |
| 109 | One or more coats on old work | Sqm | 200 | 224.8 | 44,960 |
| 110 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 2000 | 75.8 | 1,51,600 |
| 111 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 542 | 547.4 | 2,96,690.8 |
| 112 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 1763.13 | 560.5 | 9,88,234.37 |
| 113 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 500 | 340.75 | 1,70,375 |
| 114 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 258.45 | 2,434.25 | 6,29,131.91 |
| 115 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 113.42 | 3,551.25 | 4,02,782.78 |
| 116 | In cement mortar | cum | 199.51 | 2,060.2 | 4,11,030.5 |
| 117 | Of area 3 sq. metres and below | Each | 377 | 367.2 | 1,38,434.4 |
| 118 | Of area 3 sq. metres and below | Each | 75 | 143.5 | 10,762.5 |
| 119 | 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 | 6443.28 | 5.65 | 36,404.53 |
| 120 | For thickness of tiles 10 mm to 25 mm | Sqm | 2034.01 | 73.4 | 1,49,296.33 |
| 121 | Asbestos Cement sheet | Sqm | 463 | 77.3 | 35,789.9 |
| 122 | Thickness above 25 mm up to 40 mm | Sqm | 208.88 | 90.35 | 18,872.31 |
| 123 | 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 | 1024.2 | 54.65 | 55,972.53 |
| 124 | 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 | 1254.58 | 56.35 | 70,695.58 |
| 125 | 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 | 873.22 | 263.95 | 2,30,486.42 |
| 126 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 94 | 6,515.55 | 6,12,461.7 |
| 127 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 45 | 8,006.6 | 3,60,297 |
| 128 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 24 | 2,226.35 | 53,432.4 |
| 129 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers | Each | 10 | 3,600.6 | 36,006 |
| 130 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 24 | 1,683.35 | 40,400.4 |
| 131 | 610x460 mm bowl depth 200 mm | Each | 70 | 3,873.8 | 2,71,166 |
| 132 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 3,169.05 | 31,690.5 |
| 133 | 10 litre capacity - White | Each | 9 | 1,190.65 | 10,715.85 |
| 134 | 32 mm dia | Each | 74 | 103.9 | 7,688.6 |
| 135 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 160 | 53.25 | 8,520 |
| 136 | Rectangular shape 453x357 mm | Each | 14 | 1,361.8 | 19,065.2 |
| 137 | 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 | 20 | 708.95 | 14,179 |
| 138 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 20 | 14,999.15 | 2,99,983 |
| 139 | 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 | 20 | 18,212.9 | 3,64,258 |
| 140 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 141 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| 142 | 25 mm nominal dia Pipes | Metre | 60 | 355.4 | 21,324 |
| 143 | 50 mm nominal dia Pipes | Metre | 390 | 794.25 | 3,09,757.5 |
| 144 | Class II | Each | 3 | 7,312.4 | 21,937.2 |
| 145 | 15 mm nominal bore | Each | 153 | 798.95 | 1,22,239.35 |
| 146 | 15 mm nominal bore | Each | 20 | 670.45 | 13,409 |
| 147 | 15mm nominal bore | Each | 133 | 574.3 | 76,381.9 |
| 148 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 160 | 125.6 | 20,096 |
| 149 | 125 mm nominal dia with 25 mm waste hole | Each | 100 | 51.85 | 5,185 |
| 150 | 15 mm nominal bore with 45 cm length | Each | 130 | 121.9 | 15,847 |
| 151 | 25mm nominal bore, weighing not less than 62 gms | Each | 50 | 113.35 | 5,667.5 |
| 152 | 150 mm diameter | Metre | 137 | 695.8 | 95,324.6 |
| 153 | 150 mm diameter S.W. pipe | Metre | 200 | 1,179.85 | 2,35,970 |
| 154 | Rectangular shape 600x450 mm internal dimensions | Each | 70 | 1,437.65 | 1,00,635.5 |
| 155 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 330 | 530.9 | 1,75,197 |
| 156 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 157 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 15 | 1,139.3 | 17,089.5 |
| 158 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 22 | 1,115.4 | 24,538.8 |
| 159 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 36.12 | 1,505.25 | 54,369.63 |
| 160 | Powder coated minimum thickness 50 micron aluminium tubular handle bar | Each | 20 | 631.55 | 12,631 |
| 161 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 15.5 | 5,325.9 | 82,551.45 |
| 162 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 21.6 | 617.05 | 13,328.28 |
| 163 | 75mm average thickness | Sqm | 907.13 | 378 | 3,42,895.14 |
| 164 | 50mm average thickness | Sqm | 248.4 | 256.35 | 63,677.34 |
| 165 | Bars upto 12 mm diameter | Metre | 2346.5 | 8.25 | 19,358.63 |
| 166 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 1231.13 | 141.2 | 1,73,835.56 |
| 167 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 320 | 553.4 | 1,77,088 |
| 168 | Providing and inserting 12 mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. | Each | 400 | 236.9 | 94,760 |
| 169 | Frame size 45 x 85 mm | Metre | 60 | 926.35 | 55,581 |
| 170 | Frame size 50 x 100 mm | Metre | 500 | 947.7 | 4,73,850 |
| 171 | Frame size 50 x 125 mm | Metre | 20 | 1,075.7 | 21,514 |
| 172 | Frame size 65 x 100 mm | Metre | 350 | 1,111.3 | 3,88,955 |
| 173 | 30 mm thick | Sqm | 288 | 4,346.7 | 12,51,849.6 |
| 174 | 30 mm thick | Sqm | 57 | 4,764.2 | 2,71,559.4 |
| Schedule total | ₹5,25,68,896.22 | ||||
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1MasterDocument01dtd11-09-2026.pdf
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2MasterDocument-02dtd11-09-2026.pdf
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3Reveniueworksschedule.pdf
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4Generalconditionsrevised.pdf
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5SPECIALCONDITIONSFORBUILDINGWORKS..pdf
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6SAFETYTrackConditions.pdf
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7Specificationofconcrete.pdf
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8SPECIFICATIONSGALVALUMESHEETS.pdf
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9Steelspecialconditions.pdf
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10TrDSpl.Conditions.pdf
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1026.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
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6DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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