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Tender Value
₹17.7 Cr
EMD Value
₹35.4 L
Closing Date
10 Sept 2026, 12:00 pm
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DEN E 1
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
BID CAPACITY: Bid capacity will be evaluated for the works having an advertised value of more than 10 crores and all details required as per Annx-VI of IRGCC-2022 as amended from time to time to be submitted.
Similar Nature work1. For Civil work "Construction of Building"2. For Electric work "Satisfactory execution of any electrical work related to HT/LT installation."
34 conditions · 10 needing a document upload
Please submit bank details of the firm / individual/ JV / partnership etc. i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, PAN Number and other necessary & relevant documents.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
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 furnish documents in support of your claim to fulfill the eligibility criteria as mentioned in the tender documents. Each page of the copy of documents / certificates in support of credentials, submitted by the you, shall be self-attested / digitally signed by the you or authorized representative of the your firm. Only those documents which are declared explicitly by you as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating the offer or otherwise available in the offer.
Please furnish statement of deviations from tender conditions, if any.
Requisite documents proving technical eligibility criteria and financial eligibility criteria has been uploaded along with those required as per explanation given in clause 10 of IRGCC-2022 (Works Matter).
Tenderers who is/are not borne on the approved list of the contractors of North Central Railway shall submit along with his/their tender as per clause 11 of IRGCC-2022 (Works Matter), as applicable.
All requisite valid documents regarding constitution of business of the bidding firm should be submitted along with the tender as per clause 14 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate. Reference: para 15 of IRGCC-2022 (Works matter),otherwise their offer will be considered incomplete and shall not be considered.
Joint Venture firms, if applicable in the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 17 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Partnership firms, if bidding for the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 18 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority. If any Tax/Royalty/Octori is quoted extra, the same will neither be considered for evaluation of the tender nor will be paid. However any changes in rate of taxes or any new tax /cess on Works Contract will be dealt according to clause 37 of IRGCC-2022 (Works Matter).
Tenderers are advised to visit the site of work to ascertain all aspects of the site conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encountered in course of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening (inclusive) as there will not be any separate communication for that.
The tenderer for carrying any construction work in Uttar Pradesh must get themselves registered from the registering Officer under Section - 7 of the Building and Other Construction Workers Act, 1996 and rules made there-to by the Uttar Pradesh Govt. and submit certificate of Registration (Labour Department). For enactment of this Act, the tenderer shall be required to pay cess @ 1% of cost of construction work to be deducted from each bill.
The contractor(s) shall observe all the formalities, perform all the acts and abide by all the provisions contained in the Contract Labour Act-1970 and Contract Labour Central Rules, 1971 which in addition to other stipulations provides that the contractor(s) shall obtain license(s) from appropriate licensing officer of the area before commencement of the work and shall produce a copy thereof along with the original to the Railway office, which will be returned to the contractor after verification.
If any complaint is received against the contractor regarding violation of contract laws, (exposing Principal Employer to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure, apart from initiating criminal proceedings against him with the help of Labour department officials. (Authority: RB letter no.2008/E (LI)/AT/CNR/3, dated 24.01.2018).
It is the responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRGCC-2022 (works matter) is for reference only. Any correction issued by competent authority up to date of opening will be applicable. Tenderer should quote accordingly.
Though no minimum eligibility criteria is specified for tenders below Rs. 50.00 Lakhs, tenderers are advised to upload documents so that their financial capacity, capability & past performance to undertake the tendered work can be adjudged during evaluation of their offer. Documents testifying tenderer previous experience for the type of job for which tender is invited with list of works carried out in the past and financial status should be produced along with the tender.
The provision of Construction and Demolition Waste Management Rule 2016 issued by Ministry of Environment Forest and Climate Change dated 29.03.2016 and published in the Gazette of India, Part - II, Section -3, Sub-section (ii) are binding upon the Contractor. Contractor shall implement these provisions at worksites, for which no extra payment will be payable.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-A. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid.
It is to be noted that tenderer digital signature on the E-Tender form will be considered as confirmation that tenderer have read and accepted all the conditions laid down in the documents as well as related specification of items,schedule & quantity of items in the tender, consisting of techno-commercial offer form (including special conditions attached to E-Tender) and Financial offer form, unless specific deviation is quoted in the techno- commercial offer form.
The quantities shown in the attached Schedule are given as a guide and are approximate only and are as a guide to give the tenderer(s) an idea of quantum of work involved. Quantities are subject to variation according to the needs of the Railway. The Railway does not guarantee work under each item of the Schedule. The Railway reserves the right to increase/ decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
In case of any information submitted by tenderer is found to be false forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Earnest Money Deposit besides banning of business for a period of upto two years. In case of any information submitted by tenderer is found to be false forged or incorrect after the award of contract, the contract shall be terminated. Earnest Money Deposit (EMD), Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto two years.
The tenderer has to submit necessary documents in compliance of clause 10 to 18 (Part-I) of IRGCC 2022 (Works matter) mandatorily, otherwise offer will be considered as Incomplete Offer and accordingly shall not be considered.
Construction of Ten-unit type-VI quarter at Prayagraj under Prayagraj division in North Central Railway.
6220262027-137~NCR
6220262027-137
Open
Works - General
18 Months
Prayagraj, Uttar Pradesh
₹0
₹35.4 L
18 Aug 2026
18 Aug 2026
27 Aug 2026
118 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 1000 | 494.1 | 4,94,100 |
| 2 | All kinds of soil | cum | 6000 | 177.5 | 10,65,000 |
| 3 | All kinds of soil. | cum | 2000 | 260.3 | 5,20,600 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 1200 | 352.15 | 4,22,580 |
| 5 | 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 | 8000 | 196 | 15,68,000 |
| 6 | 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 | 400 | 700.5 | 2,80,200 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 60 | 2,123.75 | 1,27,425 |
| 8 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 1000 | 234.75 | 2,34,750 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 2000 | 310.05 | 6,20,100 |
| 10 | 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 | 200 | 7,878.5 | 15,75,700 |
| 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 | 600 | 7,178.75 | 43,07,250 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2000 | 392.15 | 7,84,300 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 4000 | 927.25 | 37,09,000 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 4000 | 736.4 | 29,45,600 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3000 | 961.3 | 28,83,900 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 750 | 764.95 | 5,73,712.5 |
| 17 | Under 20 cm wide | Metre | 1500 | 208.55 | 3,12,825 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 330 | 951.1 | 3,13,863 |
| 19 | 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 | 20 | 10,585.9 | 2,11,718 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 73500 | 107.85 | 79,26,975 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 213000 | 107.85 | 2,29,72,050 |
| 22 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 3600 | 78.4 | 2,82,240 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 750 | 9,504.75 | 71,28,562.5 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1205 | 9,860.4 | 1,18,81,782 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 645.15 | 733.5 | 4,73,217.53 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 770 | 7,132.25 | 54,91,832.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1120 | 9,105.95 | 1,01,98,664 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 1600 | 1,123.8 | 17,98,080 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 300 | 5,413.5 | 16,24,050 |
| 30 | Area of slab over 0.50 sqm | Sqm | 400 | 5,136.3 | 20,54,520 |
| 31 | Each | 60 | 978.7 | 58,722 | |
| 32 | 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 | 400 | 1,267.95 | 5,07,180 |
| 33 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 400 | 5,015.05 | 20,06,020 |
| 34 | Second class teak wood | cum | 4 | 1,42,949.7 | 5,71,798.8 |
| 35 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 150 | 1,800.45 | 2,70,067.5 |
| 36 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 300 | 2,392.65 | 7,17,795 |
| 37 | Second class teak wood | Sqm | 120 | 4,326.8 | 5,19,216 |
| 38 | 250x10 mm | Each | 400 | 441.6 | 1,76,640 |
| 39 | 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 | 200 | 854.65 | 1,70,930 |
| 40 | 125 mm | Each | 400 | 256.65 | 1,02,660 |
| 41 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 160 | 121.65 | 19,464 |
| 42 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 160 | 1,124.85 | 1,79,976 |
| 43 | 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 | 100 | 414.2 | 41,420 |
| 44 | 1.0 mm thick | Sqm | 600 | 897.3 | 5,38,380 |
| 45 | 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 | 260 | 10,874.2 | 28,27,292 |
| 46 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 40 | 8,247.25 | 3,29,890 |
| 47 | 200 mm | Each | 100 | 186.65 | 18,665 |
| 48 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 200 | 272 | 54,400 |
| 49 | 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 | 1000 | 133.7 | 1,33,700 |
| 50 | Hot finished welded type tubes | Kg | 4000 | 194.4 | 7,77,600 |
| 51 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 140 | 220.65 | 30,891 |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 172.6 | 3,45,200 |
| 53 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 5000 | 772.4 | 38,62,000 |
| 54 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 2000 | 792.05 | 15,84,100 |
| 55 | Dark shade pigment using ordinary cement | Sqm | 1600 | 1,119.5 | 17,91,200 |
| 56 | 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 | 50 | 1,096.55 | 54,827.5 |
| 57 | Size of Tile 600 x 1200 mm | Sqm | 3400 | 1,798.8 | 61,15,920 |
| 58 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,464.85 | 2,92,970 |
| 59 | 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 | 1600 | -850.1 | -13,60,160 |
| 60 | 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 | 1600 | 753.25 | 12,05,200 |
| 61 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 600 | 4,481.3 | 26,88,780 |
| 62 | In 75x75 mm deep chase | Metre | 300 | 305.15 | 91,545 |
| 63 | 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 | 20 | 298.25 | 5,965 |
| 64 | 110 mm diameter | Metre | 400 | 377.4 | 1,50,960 |
| 65 | 110x110x110 mm | Each | 50 | 234.15 | 11,707.5 |
| 66 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 67 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 68 | 110 mm | Each | 100 | 371.3 | 37,130 |
| 69 | 2 mm thick flat | Sqm | 600 | 1,245.65 | 7,47,390 |
| 70 | 1:6 (1 cement: 6 coarse sand) | Sqm | 16000 | 343.65 | 54,98,400 |
| 71 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4200 | 395.35 | 16,60,470 |
| 72 | 1:3 (1 cement: 3 fine sand) | Sqm | 200 | 439.25 | 87,850 |
| 73 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 262.7 | 5,25,400 |
| 74 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 5000 | 160.6 | 8,03,000 |
| 75 | Two or more coats on new work | Sqm | 1000 | 155.9 | 1,55,900 |
| 76 | 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 | 20200 | 156.05 | 31,52,210 |
| 77 | Two coats | Sqm | 12200 | 142.8 | 17,42,160 |
| 78 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 12200 | 73.95 | 9,02,190 |
| 79 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 50 | 10,117.6 | 5,05,880 |
| 80 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 400 | 9,823.8 | 39,29,520 |
| 81 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 400 | 1,091.5 | 4,36,600 |
| 82 | 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 |
| 83 | 510x1040 mm bowl depth 250 mm | Each | 20 | 6,945.6 | 1,38,912 |
| 84 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 60 | 1,034.8 | 62,088 |
| 85 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 40 | 6,940.75 | 2,77,630 |
| 86 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 50 | 1,607.95 | 80,397.5 |
| 87 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 50 | 1,083.5 | 54,175 |
| 88 | C.P. brass | Each | 50 | 803.7 | 40,185 |
| 89 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 50 | 168.35 | 8,417.5 |
| 90 | 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 | 30 | 14,999.15 | 4,49,974.5 |
| 91 | 20 mm nominal dia Pipes | Metre | 400 | 537.6 | 2,15,040 |
| 92 | 25 mm nominal dia Pipes | Metre | 400 | 627.25 | 2,50,900 |
| 93 | 25 mm nominal dia Pipes | Metre | 200 | 355.4 | 71,080 |
| 94 | 50 mm nominal dia Pipes | Metre | 400 | 794.25 | 3,17,700 |
| 95 | 50 mm nominal bore | Each | 20 | 1,026.65 | 20,533 |
| 96 | 25 mm nominal bore | Each | 30 | 464.05 | 13,921.5 |
| 97 | 15 mm nominal bore | Each | 100 | 97.75 | 9,775 |
| 98 | 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 |
| 99 | 15 mm nominal bore | Each | 160 | 506.8 | 81,088 |
| 100 | 15 mm nominal bore | Each | 160 | 798.95 | 1,27,832 |
| 101 | 15 mm nominal bore | Each | 160 | 670.45 | 1,07,272 |
| 102 | 15mm nominal bore | Each | 160 | 574.3 | 91,888 |
| 103 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 50 | 12,770.55 | 6,38,527.5 |
| 104 | 150 mm dia | Each | 50 | 602.65 | 30,132.5 |
| 105 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 300 | 1,505.25 | 4,51,575 |
| 106 | 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 | 400 | 617.05 | 2,46,820 |
| 107 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 500 | 688.9 | 3,44,450 |
| 108 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 30 | 8,042.3 | 2,41,269 |
| 109 | 350 mm dia | Metre | 180 | 774.05 | 1,39,329 |
| 110 | 200 mm nominal size dia | Metre | 160 | 1,255.7 | 2,00,912 |
| 111 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 10 | 1,509.8 | 15,098 |
| 112 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 10 | 1,538.25 | 15,382.5 |
| 113 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 10 | 1,538.25 | 15,382.5 |
| 114 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 10 | 2,024.5 | 20,245 |
| 115 | Frame size 65 x 100 mm | Metre | 300 | 1,111.3 | 3,33,390 |
| 116 | 30 mm thick | Sqm | 100 | 4,346.7 | 4,34,670 |
| 117 | 18 mm thick | Sqm | 200 | 2,992.9 | 5,98,580 |
| 118 | 12 mm thick | Sqm | 300 | 1,711.1 | 5,13,330 |
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nit.pdf
NIT
6220262027-1372.pdf
ATTACHMENT
IRGCC2022ACS04.pdf
ATTACHMENT
IRGCC2022ACS03.pdf
ATTACHMENT
IRGCC2022ACS02.pdf
ATTACHMENT
ACS1-GCC2022.pdf
ATTACHMENT
IRGCC2022ACS11.pdf
ATTACHMENT
IRGCC2022ACS10.pdf
ATTACHMENT
IRGCC2022ACS07.pdf
ATTACHMENT
IRGCC2022ACS08.pdf
ATTACHMENT
IRGCC2022Revised.pdf
ATTACHMENT
ACS6-GCC2022.pdf
ATTACHMENT
IRGCC2022ACS05.pdf
ATTACHMENT
IRGCC2022ACS09.pdf
ATTACHMENT
6220262027-1372.pdf
CORRIGENDUM
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