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Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
13 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DENW
19 conditions · 4 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderer's 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
Similar Nature of Work:- Any Steel fabrication work.
Maintenance Period: 06 Months
110 conditions · 3 needing a document upload
The payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet)
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
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 1.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered 1.3.5 during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 1.3.6 for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
Submission of Tenders: Tenders should be submitted as brought out in GCC April 2022, Para 6: (Care in Submission of Tenders) PART I Instructions to Tenderers (ITT).
The payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet)
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
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 3.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original 3.3.3 Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered 3.3.5 during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 3.3.6 for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
Submission of Tenders: Tenders should be submitted as brought out in GCC April 2022, Para 6: (Care in Submission of Tenders) PART I Instructions to Tenderers (ITT).
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.
Applicability of rules for this tender
Indian Railways Standard General Conditions of Contract updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (GCC April 2022)
Indian Railways Unified Standard Specification (IRUSS-2019) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
CPWD Specifications 2019 Vol I & II updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
Indian Railways Unified Standard Specifications (Works and Material) 2010 updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
IR Specifications/Guidelines updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
Relevant B.I.S. Codes updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
General Condition of Contract shall mean General Condition of Contract - April 2022 corrected up to date as contained in Western Railway, Engineering department, Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard specification shall mean'' Indian railway United standard specification ( Works and materials) Vol.-I &II) And /OR Indian Railway Unified standard schedule of rates (IR USSOR- 2019) and specifications. with up to date correction slip And /OR CPWD Delhi schedule of rate 2019 (DSR-Vol.-I and Vol.-2, DSR- Horticulture and landscaping, specification (Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard schedule Items/rates shall mean the Items/Rates in the Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable
Where there is any conflict in conditions/Specifications contained in various parts, order of precedence will be as given below
Any foot note given by the Railway in the schedule of quantities and rates.
Description of item in the Schedule of Quantities and rates.
Special Specifications
Additional Special Conditions/of Contract.
Standard Specifications.
Special Conditions of Contract & General Conditions of Contract April 2022 corrected upto date
Stamp Duty is applicable as per Stamp Act with latest amendments as applicable in the State.
Rights of the Railway to deal with Tender: As per GCC April 2022, Para 7, 8 & 9 Tender Form (Second Sheet), PART I Instructions to Tenderers (ITT).
The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender, and tenderer(s) shall neither demand any explanation for the cause of rejection of his/ their tender nor the Railway to assign reasons for declining to consider or reject any particular tender or tenders.
If the tenderer(s) deliberately gives / give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
(iii)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.
Payment of Royalty Charges
All taxes, royalty charges, etc. of whatever nature in connection with the work including extraction and supply of rubble stone/stone ballast/sand/moorum earth or any other material used on the work shall have to be borne by the Contractor. The Contractor will be required to obtain a royalty clearance certificate from the concerned Revenue Authorities/Collector and produce the same to the Engineer after completion of the supply but before release of the final bill.
Royalties and Patent Rights: (a)The Contractor shall defray the cost of all royalties, fees and other payments in respect of patents, patent rights and licenses which may be payable to patentee, licensee or other person or corporation and shall obtain all necessary licenses. (b)The contractor shall indemnify, the Railway or any agent, servant or employee of the Railway against any action, claim or proceedings relating to infringement use of any patent or design any alleged patent or design rights and shall pay any royalties or other charges which may be payable in respect of any articles or materials or part thereof included in the contract. In the event of any claim being made or action being brought against the Railway or any agent, servant or employee of the Railway in respect of any such matters, as aforesaid, The contractor shall indemnify notified thereof. Provided that such indemnify shall not apply when such infringement has taken place in complying with the specific direction issued by the Railway but the contractor shall pay any royalties or other charges payable in respect of any such use.
Final bills of Ballast supply contracts are to be passed on submission of Royalty Clearance Certificate by the contractor from the concerned Revenue Authorities/ Collectors.
SPECIAL CONDITION FOR TAX DEDUCTION
In respect of works, a deduction of 2% from each of the Contractor's bills shall be made in terms of section 194(C) of the Income Tax Act of 1961 & 1991 and as per instructions issued from time to time (Surcharge will also be deducted along with I. Tax as per extent rules).
The Railway will deduct sales tax if leviable in a particular state where the work is going on, the gross amount of each bill while making payment to the contractor(s). The recovery shall be governed as per the guide lines & rates prescribed by the concerned State Government.
Any Other taxes The Contractor shall bear in full all taxes and royalties levied by the State Government and/or Central Government from time to time. This would be entirely a matter between the contractor and State Government/or Central Government. Railway will recover the taxes and royalties through final bills if the contractor fails to pay the taxes and royalties to the Government.
DETAILS OF INSPECTION REGISTER AND RECORDS ARE TO MAINTAINED BY TENDERER ARE AS FOLLOWS:
The Contractor/s shall maintain accurate records, plans and charts showing the dates and progress of all main operations and the Engineer shall have access to this information at all reasonable times. Records of tests made shall be handed over to the Engineer/s representative after carrying out the tests. The following registers will be maintained at site by the Contractor/s.
Site Order Register: The Contractor/s shall promptly acknowledge by putting his signature in the site order against any order given therein by the Engineer or his representative or his superior officers and comply with them. The Compliance shall be reported by the Contractor/s to the Engineer in good time so that it can be checked.
Labour Register: This register will be maintained to show daily strength of labour in different categories employed by the Contractor/s.
LOG book of events: All events are required to be chronologically logged in this book shift wise and date wise.
Cement & steel registers shall be maintained by the contractor.
DISASTER MANAGEMENT "All the available vehicles and equipment's of the contractor can be drafted by the Railway Administration in case of accidents/ natural calamities involving human lives. The payment for such drafting shall be made according to the rates as shall be fixed by the Engineer. However, if the contractor is not satisfied with the decision of the Engineer in this respect he may appeal to the Chief Engineer within 30 Days of getting the decision of the Engineer, supported by analysis of the rates claimed. The Chief Engineer's decision after hearing both the parties in the matter would be final and binding on the contractor and the Railway".
EMERGENCY WORK In the event of any accident or failure occurring in the execution of work/ arising out of it which in the opinion of the Engineer requires immediate attention, the Railway may bring its own workmen or other agency/agencies to execute or partly execute the necessary work or carry out repairs if the Engineer-in-charge considers that the contractor(s) is/are not in a position to do so in time without giving any notice and charge the cost thereof, to be determined by the Engineer- in-charge, to the contractor.
DAMAGE BY ACCIDENT/ FLOOD/ TIDES OR NATURAL CALAMITIES The Contractor shall take all precautions against damages from accidents, floods tides or other natural occurrences. He shall not be entitled to any compensation for his tools, plants, materials, machines and other equipment lost or damaged by any cause whatsoever. The Contractor shall be liable to make good the damage to any structure or part of a structure, plant or material of every description belonging to the Railway covered under the Contract, lost or damaged by him due to any cause during the course of execution of work. The Railway Administration will not be liable to pay the contractor any charge for rectification or repair to any damage which may have occurred from any cause what so ever.
INCLUSION OF LETTER OF CREDIT AS MODE OF PAYMENT For all the tenders having advertised cost of Rs 10 lakh or above, the contractor shall have the option to take payment from Railways through a letter of credit(LC)arrangement. (Railway Board's letter no. 2018/CE-I/CT/9 dated 04.06.2018)
CHANGE IN ADDRESS: Any change in the address of the contractor shall be forthwith intimated in writing to the Railway. The Railway will not be responsible for any loss/ inconvenience suffered by the Contractor on account of his failure to comply with this.
Keshod - Upgradation of station.
12-2026-27
12-2026-27
Open
Works - General
9 Months
Bhavnagar, Gujarat
₹0
₹4.2 L
13 May 2026
21 Apr 2026
29 Apr 2026
164 items across 1 schedule · ₹3,10,32,699.43 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 324.02 | — | 177.5 | 57,513.55 |
| 2 | Ordinary rock | cum 22.13 | — | 498.9 | 11,040.66 |
| 3 | Hard rock (blasting prohibited) | cum 44.26 | — | 1,432.95 | 63,422.37 |
| 4 | All kinds of soil. | cum 334.9 | — | 260.3 | 87,174.47 |
| 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 40.5 | — | 196 | 7,938 |
| 6 | All kinds of soil | cum 41.06 | — | 126.8 | 5,206.41 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 20.3 | — | 2,123.75 | 43,112.13 |
| 8 | 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 209.62 | — | 7,294.7 | 15,29,115.01 |
| 9 | 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 21.74 | — | 6,812 | 1,48,092.88 |
| 10 | Foundations, footings, bases for columns | Sqm 113.07 | — | 392.15 | 44,340.4 |
| 11 | 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 270 | — | 410.85 | 1,10,929.5 |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 2.6 | — | 9,045.75 | 23,518.95 |
| 13 | 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 5.6 | — | 10,852.95 | 60,776.52 |
| 14 | cum 12.65 | — | 11,505.5 | 1,45,544.58 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 113.28 | — | 392.15 | 44,422.75 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 124 | — | 842.5 | 1,04,470 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm 270 | — | 927.25 | 2,50,357.5 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 380 | — | 736.4 | 2,79,832 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 451.6 | — | 961.3 | 4,34,123.08 |
| 20 | Stairs, (excluding landings) except spiral- staircases | Sqm 24.6 | — | 764.95 | 18,817.77 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 8650 | — | 107.85 | 9,32,902.5 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 12650 | — | 107.85 | 13,64,302.5 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 65.05 | — | 9,504.75 | 6,18,283.99 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 43.48 | — | 9,655.7 | 4,19,829.84 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 114.44 | — | 9,860.4 | 11,28,424.18 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 65.8 | — | 10,011.35 | 6,58,746.83 |
| 27 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 140 | — | 733.5 | 1,02,690 |
| 28 | Area of slab upto 0.50 sqm | Sqm 36.84 | — | 5,413.5 | 1,99,433.34 |
| 29 | Area of slab over 0.50 sqm | Sqm 118.61 | — | 5,136.3 | 6,09,216.54 |
| 30 | Granite work | Metre 60 | — | 510.95 | 30,657 |
| 31 | 18 mm thick | Sqm 12.6 | — | 1,492.8 | 18,809.28 |
| 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 44 | — | 1,267.95 | 55,789.8 |
| 33 | Second class teak wood | cum .05 | — | 1,42,949.7 | 7,147.49 |
| 34 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm 24.6 | — | 2,241.8 | 55,148.28 |
| 35 | 35 mm thick | Sqm 12 | — | 4,940.2 | 59,282.4 |
| 36 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 32 | — | 2,392.65 | 76,564.8 |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 12.64 | — | 2,172.1 | 27,455.34 |
| 38 | Fixed to steel windows by welding | Kg 68 | — | 219.1 | 14,898.8 |
| 39 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 5 | 228.85 | 1,144.25 |
| 40 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 5 | 121.65 | 608.25 |
| 41 | 125 mm | Each | 5 | 66.25 | 331.25 |
| 42 | Single rubber stopper | Each | 5 | 39.6 | 198 |
| 43 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm 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 2 mm 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 24 | — | 570.95 | 13,702.8 |
| 44 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm 12.6 | — | 3,720.75 | 46,881.45 |
| 45 | 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 27176.72 | — | 117.35 | 31,89,188.09 |
| 46 | 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 46947.56 | — | 133.7 | 62,76,888.77 |
| 47 | Hot finished seamless type tubes | Kg 120 | — | 206.35 | 24,762 |
| 48 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 220 | — | 97.2 | 21,384 |
| 49 | Providing and fixing bolts including nuts and washers complete. | Kg 120 | — | 159.35 | 19,122 |
| 50 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 220 | — | 172.6 | 37,972 |
| 51 | M.S. tube | Kg 20 | — | 196.8 | 3,936 |
| 52 | E.R.W. tubes | Kg 40 | — | 205.75 | 8,230 |
| 53 | G.I. pipes | Kg 60 | — | 203.05 | 12,183 |
| 54 | 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 244.6 | — | 772.4 | 1,88,929.04 |
| 55 | Ordinary cement without any pigment | Sqm 12.65 | — | 1,379 | 17,444.35 |
| 56 | 25 mm thick | Sqm 84.65 | — | 1,948.25 | 1,64,919.36 |
| 57 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm 24.6 | — | 2,354.7 | 57,925.62 |
| 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 84 | — | 1,096.55 | 92,110.2 |
| 59 | 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 78.81 | — | 1,112.7 | 87,691.89 |
| 60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm 23.73 | — | 1,315.3 | 31,212.07 |
| 61 | Size of Tile 600x600 mm | Sqm 264 | — | 1,553.45 | 4,10,110.8 |
| 62 | Size of Tile 600x600 mm | Sqm 240 | — | 1,623.05 | 3,89,532 |
| 63 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre 141.03 | — | 1,863.9 | 2,62,865.82 |
| 64 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre 530.92 | — | 195.6 | 1,03,847.95 |
| 65 | 75 mm diameter | Metre 10 | — | 248.8 | 2,488 |
| 66 | 110 mm diameter | Metre 378.87 | — | 377.4 | 1,42,985.54 |
| 67 | 75 mm | Each 12 | — | 91.7 | 1,100.4 |
| 68 | 110 mm | Each 30 | — | 136.15 | 4,084.5 |
| 69 | 110 mm bend | Each 18 | — | 150.35 | 2,706.3 |
| 70 | 75 mm | Each 30 | — | 369.85 | 11,095.5 |
| 71 | 110 mm | Each 74 | — | 371.3 | 27,476.2 |
| 72 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each 24 | — | 54.7 | 1,312.8 |
| 73 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 12.64 | — | 738.65 | 9,336.54 |
| 74 | Ridges plain (500 - 600mm) | Metre 24 | — | 532.35 | 12,776.4 |
| 75 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre- coated steel of size 24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T-sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in- Charge. | Sqm 24.6 | — | 2,158.15 | 53,090.49 |
| 76 | 0.91 mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46 mm, top crest width of 41 mm, bottom valley width of 80 mm, overall profile width of 1144 mm, cover width 1050 mm. | Sqm 448 | — | 2,335.45 | 10,46,281.6 |
| 77 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre 320 | — | 1,066.2 | 3,41,184 |
| 78 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre 320 | — | 1,808.65 | 5,78,768 |
| 79 | 1:6 (1 cement: 6 fine sand) | Sqm 864 | — | 333.35 | 2,88,014.4 |
| 80 | 1:4 (1 cement: 4 fine sand) | Sqm 236 | — | 425.55 | 1,00,429.8 |
| 81 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 864 | — | 262.7 | 2,26,972.8 |
| 82 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm 450 | — | 185.65 | 83,542.5 |
| 83 | 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 691.2 | — | 160.6 | 1,11,006.72 |
| 84 | 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 691.2 | — | 193.7 | 1,33,885.44 |
| 85 | Two or more coats on new work | Sqm 1138.79 | — | 155.9 | 1,77,537.36 |
| 86 | Two or more coats on new work | Sqm 448 | — | 146.8 | 65,766.4 |
| 87 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum 23.65 | — | 1,503.6 | 35,560.14 |
| 88 | For thickness of tiles 10 mm to 25 mm | Sqm 407.65 | — | 73.4 | 29,921.51 |
| 89 | 63 mm to 45 mm size stone aggregate | cum 90.97 | — | 1,636.05 | 1,48,831.47 |
| 90 | Moorum | cum 36.9 | — | 768.25 | 28,348.43 |
| 91 | 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 91.77 | — | 7,993.8 | 7,33,591.03 |
| 92 | 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 66.37 | — | 9,823.8 | 6,52,005.61 |
| 93 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 94 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 95 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 96 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 4 | 2,226.35 | 8,905.4 |
| 97 | 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 | 2 | 6,940.75 | 13,881.5 |
| 98 | 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 | 2 | 1,648.95 | 3,297.9 |
| 99 | 40 mm dia | Each | 2 | 119.55 | 239.1 |
| 100 | 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 | 2 | 1,607.95 | 3,215.9 |
| 101 | C.P. brass | Each | 2 | 803.7 | 1,607.4 |
| 102 | Sand cast iron S&S pipe as per IS: 1729 | Metre 24 | — | 1,044.75 | 25,074 |
| 103 | Sand cast iron S&S as per IS - 1729 | Each 64 | — | 598.5 | 38,304 |
| 104 | Sand cast iron S&S as per IS - 3989 | Each | 4 | 1,975.15 | 7,900.6 |
| 105 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 4 | 115.3 | 461.2 |
| 106 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 4 | 367.1 | 1,468.4 |
| 107 | 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 | 168.35 | 673.4 |
| 108 | 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 | 4 | 231.95 | 927.8 |
| 109 | 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 | 4 | 708.95 | 2,835.8 |
| 110 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 4 | 713.2 | 2,852.8 |
| 111 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 2 | 18,212.9 | 36,425.8 |
| 112 | 20 mm nominal dia Pipes | Metre 45 | — | 537.6 | 24,192 |
| 113 | 25 mm nominal dia Pipes | Metre 45 | — | 627.25 | 28,226.25 |
| 114 | 15 mm nominal dia Pipes | Metre 40 | — | 244.7 | 9,788 |
| 115 | 20 mm nominal dia Pipes | Metre 80 | — | 274.3 | 21,944 |
| 116 | 25 mm nominal dia Pipes | Metre 80 | — | 355.4 | 28,432 |
| 117 | 40 mm nominal dia Pipes | Metre 80 | — | 563.05 | 45,044 |
| 118 | 50 mm nominal dia Pipes | Metre 48 | — | 794.25 | 38,124 |
| 119 | 80 mm nominal dia Pipes | Metre 52 | — | 2,166.35 | 1,12,650.2 |
| 120 | 100 mm nominal dia Pipes | Metre 54 | — | 3,271.7 | 1,76,671.8 |
| 121 | 25 to 40 mm nominal bore | Each | 4 | 911.9 | 3,647.6 |
| 122 | 50 to 80 mm nominal bore | Each | 4 | 1,785.35 | 7,141.4 |
| 123 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 124 | 20 mm nominal bore | Each | 4 | 379.2 | 1,516.8 |
| 125 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 126 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| 127 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 128 | 15 mm nominal bore | Each | 4 | 406.85 | 1,627.4 |
| 129 | 20 mm nominal bore | Each | 4 | 462.5 | 1,850 |
| 130 | 25 mm nominal bore | Each | 4 | 464.05 | 1,856.2 |
| 131 | Horizontal | Each | 4 | 591.4 | 2,365.6 |
| 132 | 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 8000 Litre | — | 11 | 88,000 |
| 133 | 15 mm nominal bore | Each | 4 | 506.8 | 2,027.2 |
| 134 | 15 mm nominal bore | Each | 4 | 798.95 | 3,195.8 |
| 135 | 15 mm nominal bore | Each | 4 | 670.45 | 2,681.8 |
| 136 | 15mm nominal bore | Each | 4 | 574.3 | 2,297.2 |
| 137 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 125.6 | 502.4 |
| 138 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 118.5 | 474 |
| 139 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 4 | 208.45 | 833.8 |
| 140 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 4 | 523.8 | 2,095.2 |
| 141 | 50 mm nominal bore, 242mm long, weighing not less than 1240 gms | Each | 4 | 1,375.95 | 5,503.8 |
| 142 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 4 | 156.9 | 627.6 |
| 143 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 4 | 111.45 | 445.8 |
| 144 | For 22.22 mm outer dia pipe | Each | 4 | 113.8 | 455.2 |
| 145 | For 28.58 mm outer dia pipe | Each | 4 | 163.6 | 654.4 |
| 146 | For 48.60 mm outer dia pipe | Each | 4 | 273.15 | 1,092.6 |
| 147 | For 22.22 mm outer dia pipe | Each | 4 | 300.2 | 1,200.8 |
| 148 | For 28.58 mm outer dia pipe | Each | 2 | 466.6 | 933.2 |
| 149 | For 48.60 mm outer dia pipe | Each | 2 | 1,429.75 | 2,859.5 |
| 150 | 150 mm diameter | Metre 15 | — | 695.8 | 10,437 |
| 151 | 300 mm diameter | Metre 30 | — | 2,064.15 | 61,924.5 |
| 152 | 150 mm diameter S.W. pipe | Metre 20 | — | 1,179.85 | 23,597 |
| 153 | 150 mm dia. R.C.C. pipe | Metre 248.87 | — | 556.45 | 1,38,483.71 |
| 154 | 300 mm dia. R.C.C. pipe | Metre 30 | — | 994.3 | 29,829 |
| 155 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 260 | — | 495.05 | 1,28,713 |
| 156 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 90 | — | 530.9 | 47,781 |
| 157 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 120 | — | 598.6 | 71,832 |
| 158 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 145 | — | 634.45 | 91,995.25 |
| 159 | Pre-laminated particle board with decorative lamination on both sides | Sqm 64 | — | 1,115.4 | 71,385.6 |
| 160 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm 36 | — | 1,176.8 | 42,364.8 |
| 161 | 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 270 | — | 688.9 | 1,86,003 |
| 162 | 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. | Sqm 1022.03 | — | 1,153.95 | 11,79,371.52 |
| 163 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 62.22 | — | 7,387.25 | 4,59,634.7 |
| 164 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 132.8 | — | 9,844.65 | 13,07,369.52 |
| Schedule total | ₹3,10,32,699.43 | ||||
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