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Tender Value
₹7.2 Cr
EMD Value
₹14.4 L
Closing Date
11 Sept 2026, 3:30 pm
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
25 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.
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, 7, 8, 9, 10 and 11 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, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
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 USSOR/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.
Part-A) Construction of 04 numbers RB-III & 10 numbers RB-II staff quarters at Bina Railway Colony with electric work.Part-B) Guna - Provision of SSE(Works), SSE(P.way) office, work shop and Stores with Electric Work. Part-C):BINA- Construction of a New RPF Post with Furniture and Electric Works.
WCR-BPL-W-26-27-N-28-87~WCR
WCR-BPL-W-26-27-N-28-87
Open
Works - General
18 Months
Bhopal, Madhya Pradesh
₹0
₹14.4 L
20 Aug 2026
20 Aug 2026
28 Aug 2026
462 items across 9 schedules · ₹9,82,15,612.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| 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 for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 2365 | 177.5 | 4,19,787.5 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 2 | All kinds of soil | cum | 1334 | 126.8 | 1,69,151.2 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 588 | 2,123.75 | 12,48,765 |
| 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 : | — | — | — | — | |
| 4 | 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 | 230 | 7,878.5 | 18,12,055 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1190 | 392.15 | 4,66,658.5 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1461 | 927.25 | 13,54,712.25 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 3177 | 736.4 | 23,39,542.8 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 937 | 961.3 | 9,00,738.1 |
| 9 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 129 | 951.1 | 1,22,691.9 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 32981 | 107.85 | 35,57,000.85 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22833 | 107.85 | 24,62,539.05 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 559 | 9,504.75 | 53,13,155.25 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 387 | 9,860.4 | 38,15,974.8 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 154 | 7,370.65 | 11,35,080.1 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 480 | 9,344.35 | 44,85,288 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| 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 to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab all colour and texture except black, Cherry/Ruby red | — | — | — | — | |
| 16 | Area of slab over 0.50 sqm | Sqm | 25 | 3,848.7 | 96,217.5 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | — | — | — | — | |
| 17 | Granite work | Metre | 41 | 510.95 | 20,948.95 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 18 | 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 | 907 | 1,267.95 | 11,50,030.65 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 19 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 231 | 3,167.95 | 7,31,796.45 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : | — | — | — | — | |
| 20 | 300x16 mm | Each | 360 | 303.25 | 1,09,170 |
| Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 21 | 300x10 mm | Each | 360 | 130.1 | 46,836 |
| Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | — | — | — | — | |
| 22 | Single rubber stopper | Each | 360 | 39.6 | 14,256 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 23 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm ( +/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm ( +/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 118 | 3,068.85 | 3,62,124.3 |
| 24 | 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 | 350 | 492.7 | 1,72,445 |
| Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. | — | — | — | — | |
| 25 | 200 mm | Each | 360 | 186.65 | 67,194 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | — | — | — | — | |
| 26 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 3084 | 141.7 | 4,37,002.8 |
| 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. | — | — | — | — | |
| 27 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2015 | 172.6 | 3,47,789 |
| Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. | — | — | — | — | |
| 28 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 459 | 844.7 | 3,87,717.3 |
| FLOORING | — | — | — | — | |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 29 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 227 | 1,315.3 | 2,98,573.1 |
| 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. | — | — | — | — | |
| 30 | Size of Tile 600x600 mm | Sqm | 1031 | 1,553.45 | 16,01,606.95 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| 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. | — | — | — | — | |
| 31 | 75 mm diameter | Metre | 250 | 248.8 | 62,200 |
| 32 | 110 mm diameter | Metre | 600 | 377.4 | 2,26,440 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 33 | 1:4 (1 cement: 4 fine sand) | Sqm | 6900 | 347.05 | 23,94,645 |
| INTERIOR FINISHING | — | — | — | — | |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 34 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 5073 | 185.65 | 9,41,802.45 |
| EXTERIOR FINISHING | — | — | — | — | |
| 35 | 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 | 7626.34 | 156.05 | 11,90,090.36 |
| Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | — | — | — | — | |
| 36 | One or more coats on old work | Sqm | 383 | 102.8 | 39,372.4 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| Supplying and stacking at site. | — | — | — | — | |
| 37 | 53 mm to 22.4 mm size stone aggregate | cum | 210 | 1,842.3 | 3,86,883 |
| 38 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 112 | 1,046.95 | 1,17,258.4 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| 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: | — | — | — | — | |
| 39 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 6,767.4 | 1,35,348 |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : | — | — | — | — | |
| 40 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 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: | — | — | — | — | |
| 41 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 30 | 2,648.85 | 79,465.5 |
| 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 | — | — | — | — | |
| 42 | 610x510 mm bowl depth 200 mm | Each | 20 | 4,940.8 | 98,816 |
| 43 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 150 | 1,034.8 | 1,55,220 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Semi rigid pipe | — | — | — | — | |
| 44 | 32 mm dia | Each | 50 | 103.9 | 5,195 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 45 | 20 mm nominal dia Pipes | Metre | 570 | 335 | 1,90,950 |
| 46 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 47 | 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 | 20000 | 11 | 2,20,000 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT bib cock of approved quality and colour. | — | — | — | — | |
| 48 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 100 | 125.6 | 12,560 |
| Providing and fixing PTMT stop cock of approved quality and colour. | — | — | — | — | |
| 49 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 118.5 | 5,925 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. | — | — | — | — | |
| 50 | 15 mm nominal bore with 30cm length | Each | 30 | 96.35 | 2,890.5 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| 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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 51 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 765 | 530.9 | 4,06,138.5 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 52 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 615 | 634.45 | 3,90,186.75 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 53 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 459 | 1,505.25 | 6,90,909.75 |
| Schedule total | ₹4,33,57,715.41 | ||||
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nit.pdf
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TDGCCMarch26.pdf
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SpecialConditionofContractQTROFCRPFPOST.pdf Special Condition of Contract
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PublicProcurementOrder_1-1-12.pdf
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ListofApprovedBrand.pdf
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Annualcont.turnoverformatAnn.VIB.pdf
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SpecialConditionofContractQTROFCRPFPOST.pdf
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ACS11.pdf
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SpecialConditionsforElectricalWork.pdf
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QTRDRG.pdf
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pwiofficedrg.pdf
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RPFPOSTBINA.pdf
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