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Tender Value
₹14.7 Cr
EMD Value
₹29.4 L
Closing Date
3 Aug 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
GSU
15 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where Y= 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
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 works contract. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate
Defination of Similar Work :- Any Civil Engineering work involving PCC/RCC/PSC work.
42 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (1) scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender (2) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e excluding the last date of submission of bids).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e excluding the last date of submission of bids).
For tenders having advertised value more than Rs. 10 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Annexure VI of GCC April 2022 and Advance Correction Slip No.11 (Rly. Board letter No.2022/CE-I/CT/GCC2022/Policy/Pt.I (E- 3320424) Dated 13.03.26
The quantities shown above are approximate and to give a General guideline Railway reserves the right to increase or decrease or to delete any of the items
All rates quoted in the tender shall be deemed to be inclusive of all Taxes royalties payable by the contractor s to the Government or public body or local authority and no additional amount will be paid or claim entertained on this account by the Railway
It is responsibility of the tenderer that they ensure to see any corrigendum of the tender to check the corrigendum on the website from time to time
General arrangement drawing for the work can be seen in the office of the Dy. CE/GSU & XEN/GSU Kota office Western Central Railway at any time during the office hours These drawing are only for the guidance of contractors Detailed working drawing if required based generally on the drawing mentioned above and various conditions mentioned in tender documents shall be submitted by the tenderer for approval of the same by Railway
If any partner(s) of a partnership firm expires after the submission of its tender or after the acceptance of its tender, the Railway shall deem such tender as cancelled/contract as terminated under clause 61 of the Standard General Conditions of Contract, unless the firm retains its character as per partnership agreement. If a sole proprietor expires after the submission of tender or after the acceptance of tender, the Railway shall deem such tender as cancelled / contract as terminated under clause 61 of the Standard General Conditions of Contract.
The contractor shall employ the following Qualified Graduate Engineer during execution of the alloted work a One Qualified Graduate Engineer when cost of work is to be executed is Rs 200 lakh and above, and b One Qualified Diploma Holder Engineer when cost of work to be executed is more than Rs 25 lakh, but less than Rs 200 lakh In case the Contractor fails to employ the Qualified Engineer as above shall be liable to pay an amount of Rs 40000.00 and Rs 25000.00 for each month or part thereof for the default period for the provisions
It is the responsibility of the Contractor to arrange the Payment of the labour employed for the work through Bank as per Minimum Wages Act
Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores (GCC-JLUY-2022- Advanced Correction Slip no-1).
I n case o f a n y wrong information submitted b y tenderer, the contract shall be terminated, Earnest Money Deposit (EMD), Performance Guarantee (PG) and Security Deposit ( S D ) of contract forfeited and agency barred for doing business on for 2 (Two) years.
Contractor is to abide by the provisions of Payment of Wages act & Minimum Wages act in terms of clause 54 and 55 of Indian Railways General Condition of Contract. In order to ensure the same, an application has been developed and hosted on website 'www.shramikkalyan.indianrailways.gov.in'. Contractor shall register his firm/company etc. and upload requisite details of labour and their payment in this portal. These details shall be available in public domain. The deatils regarding Registration/ up dation of Portal is mentioned in tender document.
ILLEGIBLE DOCUMENTS UPLOADED ARE LIABLE TO BE REJECTED
(a) 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 Bid Security besides banning of business for a period of upto five years. (b) 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. Bid Security, 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 up to five years.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
Balance Work of Development of infra structure at Hindaun city (HAN) Goods shed.
GSU-KOTA-04-2026
GSU-KOTA-04-2026
Open
Works - General
10 Months
Kota, Rajasthan
₹0
₹29.4 L
3 Aug 2026
3 Jul 2026
20 Jul 2026
195 items across 3 schedules · ₹21,42,130.51 total
| # | 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 | 120 | 411.3 | 49,356 |
| 2 | All kinds of soil | cum | 240 | 205.45 | 49,308 |
| 3 | All kinds of soil. | cum | 9535 | 286.85 | 27,35,114.75 |
| 4 | 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 | 1720 | 253.95 | 4,36,794 |
| 5 | 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 | 140 | 368.65 | 51,611 |
| 6 | All kinds of soil | cum | 170 | 104.5 | 17,765 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 200 | 2,161.2 | 4,32,240 |
| 8 | All kinds of soil | Sqm | 450 | 28.15 | 12,667.5 |
| 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 | 150 | 7,365.15 | 11,04,772.5 |
| 10 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 20 | 7,226.95 | 1,44,539 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 1736.5 | 6,833.4 | 1,18,66,199.1 |
| 12 | 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 | 465 | 6,670.25 | 31,01,666.25 |
| 13 | 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 | 6.8 | 9,375.2 | 63,751.36 |
| 14 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20 | 8,843.45 | 1,76,869 |
| 15 | Foundations, footings, bases for columns | Sqm | 450 | 307.95 | 1,38,577.5 |
| 16 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 65 | 370.85 | 24,105.25 |
| 17 | 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 | 95 | 8,364.2 | 7,94,599 |
| 18 | cum | 25 | 10,719.3 | 2,67,982.5 | |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2190.5 | 307.95 | 6,74,564.48 |
| 20 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 4979 | 669.55 | 33,33,689.45 |
| 21 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 330 | 766.55 | 2,52,961.5 |
| 22 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 360 | 608.35 | 2,19,006 |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 380 | 804.25 | 3,05,615 |
| 24 | 50 mm thick | Sqm | 5 | 1,580.9 | 7,904.5 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 155300 | 89.65 | 1,39,22,645 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 52400 | 89.65 | 46,97,660 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 709.02 | 8,683.8 | 61,56,987.88 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 960 | 10,306.2 | 98,93,952 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 8,288.35 | 6,63,068 |
| 30 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 100 | 837.85 | 83,785 |
| 31 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 70 | 1,018.05 | 71,263.5 |
| 32 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 150 | 8,414.65 | 12,62,197.5 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 8,190.9 | 6,96,226.5 |
| 34 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 250 | 7,873.2 | 19,68,300 |
| 35 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 370 | 7,676.3 | 28,40,231 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 625 | 6,653.45 | 41,58,406.25 |
| 37 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 38 | Fastener with threaded dia 10 mm | Each | 7050 | 33.8 | 2,38,290 |
| 39 | 30 mm thick | Sqm | 210 | 6,057 | 12,71,970 |
| 40 | 30 mm thick | Sqm | 390 | 4,898.65 | 19,10,473.5 |
| 41 | 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 |
| 42 | 250x16 mm | Each | 2 | 234.9 | 469.8 |
| 43 | 150x10 mm | Each | 2 | 75.55 | 151.1 |
| 44 | 100 mm | Each | 4 | 53.25 | 213 |
| 45 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 10 | 408.25 | 4,082.5 |
| 46 | 30 mm thick pre laminated PVC door shutters | Sqm | 10 | 2,455.1 | 24,551 |
| 47 | Decorative finish (both side wood grained finish) | Sqm | 30 | 3,194.4 | 95,832 |
| 48 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (+/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 50 | 545.6 | 27,280 |
| 49 | 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 | 25 | 9,642.6 | 2,41,065 |
| 50 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 5300 | 93.05 | 4,93,165 |
| 51 | 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 | 65100 | 111.95 | 72,87,945 |
| 52 | Hot finished welded type tubes | Kg | 350 | 154.9 | 54,215 |
| 53 | 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 | 20 | 185.2 | 3,704 |
| 54 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1450 | 88.5 | 1,28,325 |
| 55 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2900 | 142.3 | 4,12,670 |
| 56 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 250 | 545 | 1,36,250 |
| 57 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 58 | 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 | 100 | 935.6 | 93,560 |
| 59 | Size of Tile 600x600 mm | Sqm | 100 | 1,416.65 | 1,41,665 |
| 60 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 1050 | 3,908.8 | 41,04,240 |
| 61 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 325 | 2,677.9 | 8,70,317.5 |
| 62 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 3800 | 163.65 | 6,21,870 |
| 63 | 100 mm diameter | Each | 30 | 308.45 | 9,253.5 |
| 64 | 110 mm diameter | Metre | 250 | 319.75 | 79,937.5 |
| 65 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 66 | 110 mm Shoe | Each | 22 | 115.95 | 2,550.9 |
| 67 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 2550 | 671.55 | 17,12,452.5 |
| 68 | Ridges plain (500 - 600mm) | Metre | 40 | 450.6 | 18,024 |
| 69 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 300 | 1,948.95 | 5,84,685 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 400 | 339.7 | 1,35,880 |
| 71 | 1:6 (1 cement: 6 fine sand) | Sqm | 80 | 324.3 | 25,944 |
| 72 | 1:6 (1 cement: 6 fine sand) | Sqm | 40 | 382.1 | 15,284 |
| 73 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1200 | 307.25 | 3,68,700 |
| 74 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1850 | 214.3 | 3,96,455 |
| 75 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 150 | 162.55 | 24,382.5 |
| 76 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 150 | 158.95 | 23,842.5 |
| 77 | Two or more coats on new work | Sqm | 1850 | 137.85 | 2,55,022.5 |
| 78 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 425 | 191.4 | 81,345 |
| 79 | Two or more coats on new work | Sqm | 450 | 121.45 | 54,652.5 |
| 80 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum 1238.74 | — | 2,007.1 | 24,86,275.05 |
| 81 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 82 | Water bound macadam road | Sqm | 3000 | 179.65 | 5,38,950 |
| 83 | 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 | 600 | 219.35 | 1,31,610 |
| 84 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm 1018.15 | — | 180.5 | 1,83,776.08 |
| 85 | 90 mm to 45 mm size stone aggregate | cum | 2250 | 1,937.6 | 43,59,600 |
| 86 | 63 mm to 45 mm size stone aggregate | cum 1247.25 | — | 1,624.5 | 20,26,157.63 |
| 87 | 53 mm to 22.4 mm size stone aggregate | cum 1467.08 | — | 1,837.25 | 26,95,392.73 |
| 88 | Moorum | cum | 186.72 | 888.3 | 1,65,863.38 |
| 89 | 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 5051.05 | — | 865.8 | 43,73,199.09 |
| 90 | With road roller/ hand roller | Sqm | 20562 | 21.8 | 4,48,251.6 |
| 91 | Cement concrete prepared with batch mixing machine | cum | 180 | 9,492.9 | 17,08,722 |
| 92 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 60990 | 48.15 | 29,36,668.5 |
| 93 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in- Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 39050 | 4.7 | 1,83,535 |
| 94 | Using grade 'A' sealing compound conforming to IS: 1834. | per cm depth per cm width per metre length | 84400 | 7.5 | 6,33,000 |
| 95 | 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 | 220 | 623.8 | 1,37,236 |
| 96 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 40 | 8,613.55 | 3,44,542 |
| 97 | 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 | 3800 | 8,277.55 | 3,14,54,690 |
| 98 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 1550 | 1,719 | 26,64,450 |
| 99 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 3050 | 1,011.2 | 30,84,160 |
| 100 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 2200 | 2,617.15 | 57,57,730 |
| 101 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 102 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 5,540.55 | 33,243.3 |
| 103 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 1,913.75 | 3,827.5 |
| 104 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 8 | 1,679.6 | 13,436.8 |
| 105 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 10 | 1,382.3 | 13,823 |
| 106 | 32 mm dia | Each | 2 | 90.95 | 181.9 |
| 107 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 2 | 45.25 | 90.5 |
| 108 | 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 | 2 | 1,411.15 | 2,822.3 |
| 109 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 90 | 1,018.05 | 91,624.5 |
| 110 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 530.7 | 1,061.4 |
| 111 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 671.2 | 1,342.4 |
| 112 | Sand cast iron S&S as per iron 1729 | Each | 2 | 620.35 | 1,240.7 |
| 113 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 392.9 | 785.8 |
| 114 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 2 | 573.6 | 1,147.2 |
| 115 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 12 | 439.9 | 5,278.8 |
| 116 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 12 | 501.6 | 6,019.2 |
| 117 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 20 | 268.2 | 5,364 |
| 118 | 15 mm dia nominal bore | Metre | 200 | 304.15 | 60,830 |
| 119 | 20 mm dia nominal bore | Metre | 40 | 373.35 | 14,934 |
| 120 | 25 mm dia nominal bore | Metre | 100 | 491.2 | 49,120 |
| 121 | 50 mm dia nominal bore | Metre | 90 | 893.2 | 80,388 |
| 122 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 123 | 25 mm dia nominal bore | Metre | 200 | 417.95 | 83,590 |
| 124 | 50 mm dia nominal bore | Metre | 800 | 654.2 | 5,23,360 |
| 125 | 80 mm dia nominal bore | Metre | 1000 | 919.1 | 9,19,100 |
| 126 | 25 to 40 mm nominal bore | Each | 60 | 757.1 | 45,426 |
| 127 | 50 to 80 mm nominal bore | Each | 30 | 1,513.7 | 45,411 |
| 128 | 20 mm nominal bore | Each | 10 | 327.95 | 3,279.5 |
| 129 | 25 mm nominal bore | Each | 60 | 532.35 | 31,941 |
| 130 | 20 mm nominal bore | Each | 8 | 461.75 | 3,694 |
| 131 | 50 mm nominal bore | Each | 68 | 878.25 | 59,721 |
| 132 | 80 mm nominal bore | Each | 5 | 2,227.6 | 11,138 |
| 133 | 150 mm diameter | Each | 2 | 190.1 | 380.2 |
| 134 | Up to 300 mm dia | Quintal | 4 | 8,191.75 | 32,767 |
| 135 | 100 mm dia pipe | Metre | 280 | 1,210.5 | 3,38,940 |
| 136 | 125 mm dia pipe | Metre | 450 | 1,511 | 6,79,950 |
| 137 | 100 mm diameter pipe | Each | 80 | 284.75 | 22,780 |
| 138 | 150 mm diameter pipe | Each | 160 | 343.55 | 54,968 |
| 139 | Class II | Each | 4 | 4,500.25 | 18,001 |
| 140 | Class II | Each | 4 | 6,661.8 | 26,647.2 |
| 141 | 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 | 14500 | 9.7 | 1,40,650 |
| 142 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 109.85 | 439.4 |
| 143 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 25 | 143.3 | 3,582.5 |
| 144 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 4 | 183.4 | 733.6 |
| 145 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 40 | 96.45 | 3,858 |
| 146 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 2 | 161.55 | 323.1 |
| 147 | 300 mm dia. R.C.C. pipe | Metre | 180 | 902.05 | 1,62,369 |
| 148 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 564.8 | 1,12,960 |
| 149 | 300 mm dia | Metre | 150 | 592.05 | 88,807.5 |
| 150 | 300 mm dia | Metre | 90 | 1,416.3 | 1,27,467 |
| 151 | 300 mm dia | Metre | 135 | 1,561.7 | 2,10,829.5 |
| 152 | 200 mm nominal size dia | Metre | 250 | 951.95 | 2,37,987.5 |
| 153 | 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 | 35 | 1,302.3 | 45,580.5 |
| 154 | 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 | 25 | 1,309 | 32,725 |
| 155 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 50 | 2,082.1 | 1,04,105 |
| 156 | 200 mm dia | Each | 2 | 280.95 | 561.9 |
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