Loading
Loading…
Loading…
Tender Value
₹4.3 Cr
EMD Value
₹3.6 L
Closing Date
12 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN HQ
14 conditions · 2 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(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 fulfillment 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 work contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
Defination of Similar Work :- Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work."
17 conditions · 3 needing a document upload
All the tenderers/Contractors have to deposit Earnest Money Deposit (EMD) & Tender Document Cost (TDC), in respect of e- tendering, should be accepted through net banking or payment gateway only. Fixed Deposit Receipt (FDR) will not be accepted as EMD for tenders invited on IREPS (e-tender portal). When submitted in physical form, the Tenderer shall upload scanned copies of financial instruments such as EMD, Tender form cost, mandatory credentials such as experience, turn over certificates and any other documents as applicable. All documents related to Partnership deed/Joint venture/ Consortium/ MOU, duly signed by the notary public, should be uploaded at the time of submission of bid S&T/SA failing which offer will be summarily rejected.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modifications, as may be mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
I/We also hereby agree to abide by the Indian Railways Standard General Conditions Of Contract, with all correction slips up-to- date and to carry out the work according to the Special Conditions of Contract and Specifications of materials and works as laid down by Railway in the annexed Special Conditions/Specifications, Schedule of Rates with all correction slips up to date for the present contract
I/We have read the various conditions to tender attached hereto and agree to abide by the said conditions
I/We also agree to keep this tender open for acceptance for a period of 45 days from the date fixed for opening the same
I/We hereby Confirm that the rates, rebates and/or other financial terms, if any, quoted by us in the relevant fields of the Financial Bid page will only be the ruling terms for deciding the inter-se ranking, and any such condition having financial repercussions, if quoted by us anywhere else including attached documents shall not be considered for deciding inter-se ranking
However, Railways shall have the right to incorporate any such condition quoted by us, in the contract, at their discretion, if contract is placed on us.
I/We have read the various conditions attached/ referred to in this tender document, and agree to abide by the said conditions.
Deployment Of Qualified Engineers At Work Sites By The Contractor. The contractor shall also employ Qualified Graduate Engineer or Qualified Diploma Holder Engineer, based on value of contract, as may be prescribed by the Ministry of Railways through separate instructions from time to time.(As per RB ltr no.2012/CE-I/CT/O/20 dt:10.05.2013)
One qualified Graduate Engineer when the cost of the work is Rs. 200 lakhs and above.
One qualified Diploma holder Engineer when the cost of the work 9.1.1 to be executed is more than Rs.25 lakhs but less than Rs.200 lakhs.
In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a an amount of Rs.40,000/ (Rupees Forty thousand) for each month or part thereof for the 9.1.2 default incase of Graduate Engineer and Rs.25,000/- (Rupees Twenty five thousand) for each month or part thereof for the default in case of Diploma holder (Engineer)
In case of more than one L-1 bidders, tender may be awarded to tenderer having higher Bid Capacity. In case Bid Capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to Bid Capacity will follow.
All the contracts on works/goods/services will be subject to the new GST act as applicable from time to time. Contractors have to register themselves with GST authorities and to furnish the GST registration number in order to process the bills from 01.7.2017
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.
I/WE also hereby agree to abide by the INDIAN RAILWAY GENERAL CONDITIONS OF CONTRACT- APRIL 2022, with all correction slips up to date and to carry out the works accordingly.
In the e-tendering process, it is mandatory that every tenderer/contractor/firm registered with WWW.IREPS.GOV.IN to submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number
Provision of 2nd entry with booking office, waiting hall at Rai ka Bagh (NSG-5) Station, Replacement of Quarter & circulating area etc
170OF2025-26
170OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.6 L
12 Mar 2026
15 Feb 2026
150 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 950 | 205.45 | 1,95,177.5 |
| 2 | All kinds of soil. | cum | 1530 | 286.85 | 4,38,880.5 |
| 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 | 1195 | 253.95 | 3,03,470.25 |
| 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 | 635 | 368.65 | 2,34,092.75 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 360 | 2,161.2 | 7,78,032 |
| 6 | 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 | 1 | 7,365.15 | 7,365.15 |
| 7 | 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 | 26 | 6,670.25 | 1,73,426.5 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 565 | 6,326.05 | 35,74,218.25 |
| 9 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 15 | 9,375.2 | 1,40,628 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 617 | 307.95 | 1,90,005.15 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2335 | 766.55 | 17,89,894.25 |
| 12 | Shelves (Cast in situ) | Sqm | 4 | 766.55 | 3,066.2 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 745 | 608.35 | 4,53,220.75 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1200 | 804.25 | 9,65,100 |
| 15 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 4 | 9,673.5 | 38,694 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 34500 | 89.65 | 30,92,925 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 43525 | 89.65 | 39,02,016.25 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 271 | 8,683.8 | 23,53,309.8 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 267 | 10,306.2 | 27,51,755.4 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 311 | 6,658.25 | 20,70,715.75 |
| 21 | With F.P.S.(non modular) bricks | cum | 350 | 8,030.6 | 28,10,710 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 8,190.9 | 16,381.8 |
| 23 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 20 | 969.65 | 19,393 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 705 | 6,653.45 | 46,90,682.25 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 763 | 8,275.7 | 63,14,359.1 |
| 26 | White sand stone | cum | 10 | 94,967 | 9,49,670 |
| 27 | Triangular or Square or rectangular pillars | cum | 5 | 3,319 | 16,595 |
| 28 | White sand stone | cum | 15 | 94,383.7 | 14,15,755.5 |
| 29 | White sand stone | Sqm | 180 | 12,271.15 | 22,08,807 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 20 | 4,679.35 | 93,587 |
| 31 | Area of slab over 0.50 sqm | Sqm | 20 | 4,425.35 | 88,507 |
| 32 | 70 mm thick | Sqm | 10 | 8,212.75 | 82,127.5 |
| 33 | 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 | 180 | 1,063.45 | 1,91,421 |
| 34 | Sal wood | cum | 2.54 | 1,06,720.85 | 2,71,070.96 |
| 35 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 165 | 2,818.5 | 4,65,052.5 |
| 36 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 240 | 1,881.95 | 4,51,668 |
| 37 | On one side only | Sqm | 15 | 408.05 | 6,120.75 |
| 38 | Second class teak wood | Sqm | 38 | 4,342.3 | 1,65,007.4 |
| 39 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 330 | 197.7 | 65,241 |
| 40 | With 2nd class teak wood beading 62X19 mm | Sqm | 150 | 1,164.9 | 1,74,735 |
| 41 | 250x16 mm | Each | 240 | 165.9 | 39,816 |
| 42 | 200x10 mm | Each | 150 | 61.05 | 9,157.5 |
| 43 | 100 mm | Each | 300 | 28.25 | 8,475 |
| 44 | 250x10 mm | Each | 10 | 374.35 | 3,743.5 |
| 45 | 200x10 mm | Each | 10 | 300.55 | 3,005.5 |
| 46 | 150x10 mm | Each | 65 | 232.3 | 15,099.5 |
| 47 | 300x16x5 mm | Each | 8 | 273.2 | 2,185.6 |
| 48 | 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 | 8 | 723.8 | 5,790.4 |
| 49 | 125 mm | Each | 90 | 205.1 | 18,459 |
| 50 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 15 | 109.6 | 1,644 |
| 51 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 10 | 856.3 | 8,563 |
| 52 | 100 mm | Each | 10 | 199.2 | 1,992 |
| 53 | 125x63x4 mm | Each | 20 | 116.2 | 2,324 |
| 54 | 100x63x3.2 mm | Each | 30 | 90.4 | 2,712 |
| 55 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 15 | 702.6 | 10,539 |
| 56 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 15 | 3,963.7 | 59,455.5 |
| 57 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 25 | 481.85 | 12,046.25 |
| 58 | Decorative finish (both side wood grained finish) | Sqm | 15 | 3,194.4 | 47,916 |
| 59 | 1.0 mm thick | Sqm | 10 | 764 | 7,640 |
| 60 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 10 | 7,249.9 | 72,499 |
| 61 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 10 | 10,030.3 | 1,00,303 |
| 62 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing b e a d of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 10 | 9,642.6 | 96,426 |
| 63 | 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 | 6750 | 111.95 | 7,55,662.5 |
| 64 | 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 | 5 | 9,397.35 | 46,986.75 |
| 65 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 2 | 4,781.15 | 9,562.3 |
| 66 | 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 | 180 | 175.65 | 31,617 |
| 67 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 555 | 444.5 | 2,46,697.5 |
| 68 | 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, i/c 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 | 150 | 612.25 | 91,837.5 |
| 69 | 25 mm thick | Sqm | 150 | 1,706.6 | 2,55,990 |
| 70 | 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 | 125 | 935.6 | 1,16,950 |
| 71 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 150 | 938.5 | 1,40,775 |
| 72 | Size of Tile 600x600 mm | Sqm | 900 | 1,416.65 | 12,74,985 |
| 73 | Size of Tile 600 x 600 mm | Sqm | 30 | 1,286.6 | 38,598 |
| 74 | Size of Tile 800 x 800 mm | Sqm | 25 | 1,372.8 | 34,320 |
| 75 | Size of Tile 800 x 800 mm | Sqm | 25 | 1,544.2 | 38,605 |
| 76 | Size of Tile 600 x 600 mm | Sqm | 30 | 1,311.05 | 39,331.5 |
| 77 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 60 | 3,908.8 | 2,34,528 |
| 78 | 110 mm diameter | Metre | 265 | 319.75 | 84,733.75 |
| 79 | 110x110x110 mm | Each | 12 | 205.45 | 2,465.4 |
| 80 | 110x110x110 mm | Each | 20 | 190.75 | 3,815 |
| 81 | 110 mm bend | Each | 68 | 132 | 8,976 |
| 82 | 110 mm Shoe | Each | 68 | 115.95 | 7,884.6 |
| 83 | 110 mm | Each | 150 | 309.5 | 46,425 |
| 84 | 1:6 (1 cement: 6 fine sand) | Sqm | 1290 | 282 | 3,63,780 |
| 85 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 4030 | 442.75 | 17,84,282.5 |
| 86 | Neat cement punning. | Sqm | 150 | 67.8 | 10,170 |
| 87 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5050 | 214.3 | 10,82,215 |
| 88 | Flush/ Ruled pointing | Sqm | 2030 | 319.35 | 6,48,280.5 |
| 89 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 4500 | 162.55 | 7,31,475 |
| 90 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 40 | 245 | 9,800 |
| 91 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 300 | 144.9 | 43,470 |
| 92 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 300 | 61.45 | 18,435 |
| 93 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1500 | 5.05 | 7,575 |
| 94 | One or more coats on old work | Sqm | 730 | 90.85 | 66,320.5 |
| 95 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 45 | 701.95 | 31,587.75 |
| 96 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 97 | In lime mortar | cum | 510 | 954.8 | 4,86,948 |
| 98 | In cement mortar | cum | 2 | 2,027.1 | 4,054.2 |
| 99 | Of area 3 sq. metres and below | Each | 135 | 302.7 | 40,864.5 |
| 100 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 45 | 2,197.55 | 98,889.75 |
| 101 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 240 | 219.35 | 52,644 |
| 102 | 63 mm to 45 mm size stone aggregate | cum | 850 | 1,624.5 | 13,80,825 |
| 103 | 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 | 850 | 865.8 | 7,35,930 |
| 104 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 75 | 7,399.2 | 5,54,940 |
| 105 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 80 | 175.5 | 14,040 |
| 106 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 100 | 623.8 | 62,380 |
| 107 | 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). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 1400 | 8,277.55 | 1,15,88,570 |
| 108 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 19 | 5,781.35 | 1,09,845.65 |
| 109 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 5,540.55 | 83,108.25 |
| 110 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 23 | 2,040.85 | 46,939.55 |
| 111 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 38 | 1,500.05 | 57,001.9 |
| 112 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 15 | 3,302.95 | 49,544.25 |
| 113 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 4 | 299.35 | 1,197.4 |
| 114 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 2 | 6,119.15 | 12,238.3 |
| 115 | 40 mm dia | Each | 4 | 104.35 | 417.4 |
| 116 | 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 | 4 | 1,411.15 | 5,644.6 |
| 117 | Rectangular shape 1500x450 mm | Each | 4 | 1,817.2 | 7,268.8 |
| 118 | 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 | 4 | 942.15 | 3,768.6 |
| 119 | C.P. brass | Each | 4 | 680.8 | 2,723.2 |
| 120 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 60 | 1,018.05 | 61,083 |
| 121 | Sand cast iron S&S as per IS - 1729 | Each | 30 | 530.7 | 15,921 |
| 122 | Sand cast iron S&S as per iron 1729 | Each | 30 | 620.35 | 18,610.5 |
| 123 | Sand cast iron S&S as per IS - 1729 | Each | 30 | 392.9 | 11,787 |
| 124 | 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 | 4 | 146.3 | 585.2 |
| 125 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 204.7 | 409.4 |
| 126 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 2 | 600.35 | 1,200.7 |
| 127 | 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 | 4 | 13,036.55 | 52,146.2 |
| 128 | 15 mm nominal dia Pipes | Metre | 275 | 441.15 | 1,21,316.25 |
| 129 | 25 mm nominal dia Pipes | Metre | 95 | 626.05 | 59,474.75 |
| 130 | 15 mm nominal dia Pipes | Metre | 210 | 221.35 | 46,483.5 |
| 131 | 25 mm nominal dia Pipes | Metre | 260 | 370.65 | 96,369 |
| 132 | 40 mm nominal dia Pipes | Metre | 20 | 559.2 | 11,184 |
| 133 | 50 mm nominal dia Pipes | Metre | 190 | 811.85 | 1,54,251.5 |
| 134 | 15 mm nominal bore | Each | 60 | 303.85 | 18,231 |
| 135 | 15 mm nominal bore | Each | 30 | 303.85 | 9,115.5 |
| 136 | 25 mm nominal bore | Each | 15 | 532.35 | 7,985.25 |
| 137 | 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 | 15000 | 9.7 | 1,45,500 |
| 138 | 15 mm nominal bore | Each | 10 | 434.2 | 4,342 |
| 139 | 15 mm nominal bore | Each | 5 | 715.05 | 3,575.25 |
| 140 | 15 mm nominal bore | Each | 8 | 594.75 | 4,758 |
| 141 | 15mm nominal bore | Each | 4 | 500.35 | 2,001.4 |
| 142 | 100 mm diameter | Metre | 225 | 375.75 | 84,543.75 |
| 143 | 100 mm diameter S.W. pipe | Metre | 225 | 895.5 | 2,01,487.5 |
| 144 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 60 | 433.95 | 26,037 |
| 145 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 25 | 531.8 | 13,295 |
| 146 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 15 | 965.1 | 14,476.5 |
| 147 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 15 | 1,019.8 | 15,297 |
| 148 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 4 | 2,448.85 | 9,795.4 |
| 149 | With brass cover plate minimum 1.25 mm thickness | Each | 2 | 2,609.4 | 5,218.8 |
| 150 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 4 | 4,540.7 | 18,162.8 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
ACSno1to6inGCC20221.pdf
ACSno7to10inGCC20222.pdf
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221100057.pdf
CorrigendumintenderdocumentJU01052023110035.pdf
FinalSTDWorks12.2.20191110046.pdf
SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-20258.pdf
ClarificationregardingsubmissionofAnnexure-VofGCC90024.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .