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Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
23 Jun 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DRM/WORKS
14 conditions · 2 needing a document upload
10.2 - Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
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. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 3.1 - Any Civil Construction or repair work
26 conditions · 3 needing a document upload
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in Standard Schedule of Rates/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6 and 7 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC- 2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023 and 25.09.2024 are applicable to this tender. Tenderers are requested to download the same from the railways website and ensure the implementation of the latest provisions made in GCC while execution of work. After that, if any latest correction slip issued by Railway Board on any matter, will also be applicable with immediate effect, though not mentioned in original tender document.
Maintenance period for this work will be 24 months, from the date of successful completion of work.
The rates for NS items of Electrical work include Supply, erection, connection, testing, commissioning, transport, labour etc. No any payment will be made on these accounts. Tenderers should note and quote their rates accordingly.
Annexure V (A) certificate attached in technical eligibility criteria: Clarification Regarding submission of Annexure-V(A) asper NIT: In case of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc, the Annexure-V(A) must be submitted in the format as given in technical eligibility criteria link, by each partner in case of partnership firm / each member in case of HUF/ each JV member through their authorized signatory in case of Joint Venture firm as self-certification in individual capacity (not as bidder). Nonsubmission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of offer. For avoidance of doubt it is to make clear that this self-certification as they are individually not blacklisted/debarred......, shall be submitted by1. Each partner in case of partnership firm/Limited Liability Partnership (LLP) 2. Each member in case of HUF. 3. Each JV member through their authorized signatory.
Part-A). Bhopal - Provision of new 12 Nos Type-II Quarters in lieu of Type-I Quarters of Nishatpura (G+2) including Electrical work under ADEN(Works)Bhopal. Part-B). Extension of CBT Centre Bhopal Division at MDDTI Bhopal (Area Training Centre, Bhopal) under ADEN(Works)Bhopal.
WCR-BPL-W-26-27-HQ-08-38
WCR-BPL-W-26-27-HQ-08-38
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹5.5 L
23 Jun 2026
1 Jun 2026
9 Jun 2026
265 items across 4 schedules · ₹3,05,82,544.23 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | — | — | — | — | |
| 1 | All kinds of soil | Sqm | 450.96 | 107 | 48,252.72 |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. | — | — | — | — | |
| 2 | All kinds of soil | cum | 1080.85 | 205.45 | 2,22,060.63 |
| 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 | 816.62 | 253.95 | 2,07,380.65 |
| 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 | 39.57 | 368.65 | 14,587.48 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 5 | All kinds of soil | cum | 432.34 | 104.5 | 45,179.53 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 84.78 | 2,161.2 | 1,83,226.54 |
| Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | — | — | — | — | |
| Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: | — | — | — | — | |
| 7 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 115.2 | 32.3 | 3,720.96 |
| Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | — | — | — | — | |
| 8 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 514.46 | 256.15 | 1,31,778.93 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 9 | 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 | 30.64 | 6,670.25 | 2,04,376.46 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 292.37 | 57.15 | 16,708.95 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 11 | 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 | 155.61 | 8,364.2 | 13,01,553.16 |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 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 | 262.16 | 10,185.05 | 26,70,112.71 |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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 | 129.65 | 10,719.3 | 13,89,757.25 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 342.2 | 307.95 | 1,05,380.49 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 872.42 | 766.55 | 6,68,753.55 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 352.61 | 608.35 | 2,14,510.29 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 84.4 | 804.25 | 67,878.7 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 89.8 | 657.75 | 59,065.95 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 32.19 | 814.95 | 26,233.24 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20086.63 | 89.65 | 18,00,766.38 |
| MASONRY WORK | — | — | — | — | |
| EXPOSED BRICK WALL | — | — | — | — | |
| 21 | Providing and laying Autoclaved Aerated concrete blocks (AAC) masonry 150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650 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 seperately). | cum | 31.07 | 6,994.15 | 2,17,308.24 |
| CLADDING WORK | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 22 | Area of slab over 0.50 sqm | Sqm | 18 | 4,425.35 | 79,656.3 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 23 | 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 | 140 | 1,063.45 | 1,48,883 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| Providing and fixing 25 mm thick shutters for cup board etc. : | — | — | — | — | |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 164 | 1,881.95 | 3,08,639.8 |
| Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) | — | — | — | — | |
| 25 | On one side only | Sqm | 164 | 408.05 | 66,920.2 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) | — | — | — | — | |
| 26 | 300x16 mm | Each | 172 | 180.55 | 31,054.6 |
| Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxized as per IS: 1378) | — | — | — | — | |
| 27 | 250x10 mm | Each | 74 | 74.65 | 5,524.1 |
| Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxized as per IS: 1378) | — | — | — | — | |
| 28 | 125 mm | Each | 172 | 35.2 | 6,054.4 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in- charge. | — | — | — | — | |
| 29 | Non decorative finish | Sqm | 42 | 3,060.6 | 1,28,545.2 |
| Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in- Charge. | — | — | — | — | |
| 30 | With non decorative veneering on both sides | Sqm | 44 | 1,567.95 | 68,989.8 |
| Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : | — | — | — | — | |
| 31 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 120 | 462.25 | 55,470 |
| STEEL WORK | — | — | — | — | |
| 32 | 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 | 1728 | 111.95 | 1,93,449.6 |
| 33 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 12.6 | 9,397.35 | 1,18,406.61 |
| 34 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 100 | 88.5 | 8,850 |
| Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | — | — | — | — | |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1336.8 | 142.3 | 1,90,226.64 |
| Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : | — | — | — | — | |
| 36 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 52 | 940.3 | 48,895.6 |
| FLOORING | — | — | — | — | |
| 37 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 284 | 855.9 | 2,43,075.6 |
| 38 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 34 | 7,958.65 | 2,70,594.1 |
| KOTA STONE FLOORING | — | — | — | — | |
| Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | — | — | — | — | |
| 39 | 25 mm thick | Sqm | 110.71 | 1,706.6 | 1,88,937.69 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 40 | 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 | 36 | 935.6 | 33,681.6 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 41 | Size of Tile 500x500 mm | Sqm | 468 | 1,334.35 | 6,24,475.8 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| 42 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 8 | 266.6 | 2,132.8 |
| Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 43 | 75 mm diameter | Metre | 60 | 213 | 12,780 |
| 44 | 110 mm diameter | Metre | 80 | 319.75 | 25,580 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Single tee with door | — | — | — | — | |
| 45 | 110x110x110 mm | Each | 50 | 205.45 | 10,272.5 |
| Bend 87.5 degrees | — | — | — | — | |
| 46 | 110 mm bend | Each | 50 | 132 | 6,600 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 3369.26 | 402.15 | 13,54,947.91 |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 15 mm cement plaster on rough side of single or half brick wall of mix: | — | — | — | — | |
| 48 | 1:4 (1 cement: 4 coarse sand) | Sqm | 802.92 | 354.5 | 2,84,635.14 |
| Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 4424 | 162.55 | 7,19,121.2 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with Acrylic Smooth exterior paint of required shade : | — | — | — | — | |
| 50 | 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 | 886 | 166.85 | 1,47,829.1 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 51 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 4 | 2,007.1 | 8,028.4 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 52 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 5,781.35 | 69,376.2 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 53 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 12 | 1,318.35 | 15,820.2 |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink without drain board | — | — | — | — | |
| 54 | 470x420 mm bowl depth 178 mm | Each | 12 | 2,936.45 | 35,237.4 |
| 55 | 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 |
| Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | — | — | — | — | |
| 56 | 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 | 12 | 573.6 | 6,883.2 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work | — | — | — | — | |
| 57 | 20 mm nominal dia Pipes | Metre | 190 | 275.25 | 52,297.5 |
| 58 | 25 mm nominal dia Pipes | Metre | 190 | 370.65 | 70,423.5 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing brass bib cock of approved quality : | — | — | — | — | |
| 59 | 15 mm nominal bore | Each | 36 | 303.85 | 10,938.6 |
| Providing and fixing brass stop cock of approved quality : | — | — | — | — | |
| 60 | 15 mm nominal bore | Each | 36 | 303.85 | 10,938.6 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 61 | 20 mm nominal bore | Each | 12 | 397.45 | 4,769.4 |
| Providing and fixing uplasticised PVC connection pipe with brass unions : | — | — | — | — | |
| Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : | — | — | — | — | |
| 62 | 100 mm diameter | Each | 12 | 166.35 | 1,996.2 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 63 | 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 | 12000 | 9.7 | 1,16,400 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. | — | — | — | — | |
| 64 | 15 mm nominal bore | Each | 36 | 715.05 | 25,741.8 |
| DRAINAGE | — | — | — | — | |
| Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | — | — | — | — | |
| Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | — | — | — | — | |
| 65 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 16 | 11,687.1 | 1,86,993.6 |
| Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : | — | — | — | — | |
| 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : | — | — | — | — | |
| 66 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 22,951.95 | 2,75,423.4 |
| ALUMINIUM WORK | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 67 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 624 | 466.3 | 2,90,971.2 |
| WATER PROOFING | — | — | — | — | |
| 68 | 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 | 38.64 | 516.6 | 19,961.42 |
| 69 | 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 @ 0.488 kg/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 than 10 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 | 284 | 585.55 | 1,66,296.2 |
| Schedule total | ₹1,63,68,252.72 | ||||
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