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Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
24 Feb 2026, 2:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SRDENCO
24 conditions · 10 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
For tenders having advertised value more than Rs 20 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. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be rejected summarily. ( Click here to download Format)
Similar nature of work:- Any Civil Engineering work ( cost of Rs. 160709365.08)
Similar nature of work:- Construction of RCC Overhead tank.( cost of Rs. 10012442.92)
Similar nature of work:- Any Rail/Road Bridge work of opening more than 3.0 m. Note: works is to be done under running line, the tenderer should have the experience of carrying out work under running traffic. ( cost of Rs.16046826.96)
Similar Nature of work: Any Track work (Cost Rs. 28236101.99)
Similar nature of work:- Any Civil Engineering Work involving Rail/ Road Bridge Work of clear span of 12.2m or more with Open foundations/Deep foundations (Pile /Well) (Cost Rs.29066347.04)
If the tenderer does not submit MOU on Rs 300/- Non judicial Stamp dully notarized & Electrical license, the offer will be considered as incomplete and will be summarily rejected ( Click here to download Format)
111 conditions · 4 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 1.3.3 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 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.
P.Way work in connection with Yard improvement and upgradation of Yards (at AZ, NDAE, TBAE, KWAE) like CTR(S)-1.20 Km, TSR(S)-0.15 Km, TRR(S)-2.104 KM, TBR- 12 Km, TFR-40 KM, TTR-9 sets, Lifting, Deep screening, Improvement of Turn out, Lifting and other ancillary works under jurisdiction of Sr.DEN/3/HWH.
263_2025-26~ER
263_2025-26
Open
Works - General
12 Months
Bhavnagar, Gujarat
₹0
₹2.3 L
24 Feb 2026
2 Feb 2026
10 Feb 2026
324 items across 10 schedules · ₹31,71,70,207.61 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 10387 | 205.45 | 21,34,009.15 |
| 2 | All kinds of soil. | cum | 590 | 286.85 | 1,69,241.5 |
| 3 | Ordinary rock | cum | 62 | 523.5 | 32,457 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 560 | 417.35 | 2,33,716 |
| 5 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 196 | 651.55 | 1,27,703.8 |
| 6 | 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 | 4921 | 253.95 | 12,49,687.95 |
| 7 | 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 | 20 | 368.65 | 7,373 |
| 8 | All kinds of soil | cum | 1237 | 104.5 | 1,29,266.5 |
| 9 | Ordinary or hard rock | cum | 9 | 187.4 | 1,686.6 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 28 | 2,161.2 | 60,513.6 |
| 11 | All kinds of soil | Sqm | 14 | 28.15 | 394.1 |
| 12 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 554 | 14.5 | 8,033 |
| 13 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 598 | 7.4 | 4,425.2 |
| 14 | 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 | 558 | 7,365.15 | 41,09,753.7 |
| 15 | 1:3:6 (1 Cement : 3 coarse sand (zone- I I I ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 547 | 6,833.4 | 37,37,869.8 |
| 16 | 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 | 27 | 6,670.25 | 1,80,096.75 |
| 17 | 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 | 28 | 6,326.05 | 1,77,129.4 |
| 18 | Foundations, footings, bases for columns | Sqm | 3.5 | 307.95 | 1,077.83 |
| 19 | 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 | 15,762.45 | 88,269.72 |
| 20 | 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 | 15.4 | 370.85 | 5,711.09 |
| 21 | 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 | 14 | 8,364.2 | 1,17,098.8 |
| 22 | 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 | 8.4 | 10,185.05 | 85,554.42 |
| 23 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 9385 | 307.95 | 28,90,110.75 |
| 24 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 12526 | 669.55 | 83,86,783.3 |
| 25 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 4158 | 766.55 | 31,87,314.9 |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 7177 | 608.35 | 43,66,127.95 |
| 27 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 5531 | 804.25 | 44,48,306.75 |
| 28 | Stairs, (excluding landings) except spiral-staircases | Sqm | 45 | 657.75 | 29,598.75 |
| 29 | Spiral staircases (including landing) | Sqm | 45 | 652.8 | 29,376 |
| 30 | Arches, domes, vaults up to 6 m span | Sqm | 54 | 1,826.25 | 98,617.5 |
| 31 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 54 | 575.25 | 31,063.5 |
| 32 | Chimneys and shafts | Sqm | 5 | 669.55 | 3,347.75 |
| 33 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 2203 | 319.25 | 7,03,307.75 |
| 34 | 50 mm thick | Sqm | 3 | 1,580.9 | 4,742.7 |
| 35 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 66475 | 89.65 | 59,59,483.75 |
| 36 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 90096 | 89.65 | 80,77,106.4 |
| 37 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 1531 | 253.05 | 3,87,419.55 |
| 38 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 270 | 64.7 | 17,469 |
| 39 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 448 | 8,683.8 | 38,90,342.4 |
| 40 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 4053 | 8,825.35 | 3,57,69,143.55 |
| 41 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 70 | 10,306.2 | 7,21,434 |
| 42 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1002 | 10,477.75 | 1,04,98,705.5 |
| 43 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 2229 | 688.45 | 15,34,555.05 |
| 44 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 6,653.45 | 13,306.9 |
| 45 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 8,275.7 | 16,551.4 |
| 46 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 7,914.5 | 15,829 |
| 47 | Area of slab upto 0.50 sqm | Sqm | 2 | 4,679.35 | 9,358.7 |
| 48 | Area of slab over 0.50 sqm | Sqm | 21 | 4,425.35 | 92,932.35 |
| 49 | Granite work | Metre | 42 | 418.85 | 17,591.7 |
| 50 | Each | 4 | 808.15 | 3,232.6 | |
| 51 | 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 | 550 | 1,063.45 | 5,84,897.5 |
| 52 | 30 mm thick shutters | Sqm | 22 | 2,682.05 | 59,005.1 |
| 53 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 53 | 1,881.95 | 99,743.35 |
| 54 | On one side only | Sqm | 102 | 408.05 | 41,621.1 |
| 55 | 300x16 mm | Each | 6 | 180.55 | 1,083.3 |
| 56 | 250x10 mm | Each | 6 | 74.65 | 447.9 |
| 57 | 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 | 42 | 702.6 | 29,509.2 |
| 58 | 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 | 13 | 3,963.7 | 51,528.1 |
| 59 | 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 | 980 | 93.05 | 91,189 |
| 60 | 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 | 9492 | 111.95 | 10,62,629.4 |
| 61 | Hot finished seamless type tubes | Kg | 1980 | 168.95 | 3,34,521 |
| 62 | G.I. pipes | Kg | 450 | 180.2 | 81,090 |
| 63 | 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 | 856 | 612.25 | 5,24,086 |
| 64 | Acid and alkali resistant tile | Sqm | 116 | 1,515.45 | 1,75,792.2 |
| 65 | Acid and alkali resistant tile | Sqm | 3 | 1,637.7 | 4,913.1 |
| 66 | 25 mm thick | Sqm | 320 | 1,706.6 | 5,46,112 |
| 67 | 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 | 51 | 935.6 | 47,715.6 |
| 68 | Size of Tile 600x600 mm | Sqm | 61 | 1,416.65 | 86,415.65 |
| 69 | Size of Tile 800x800 mm | Sqm | 661 | 1,879.95 | 12,42,646.95 |
| 70 | Size of Tile 800x800 mm | Sqm | 661 | 205.15 | 1,35,604.15 |
| 71 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 210 | 3,908.8 | 8,20,848 |
| 72 | 6 mm thick Cement fiber board as per IS: 14862 | Sqm | 13 | 773.4 | 10,054.2 |
| 73 | 75 mm diameter | Metre | 157 | 213 | 33,441 |
| 74 | 110 mm diameter | Metre | 175 | 319.75 | 55,956.25 |
| 75 | 75 mm | Each | 2 | 79.8 | 159.6 |
| 76 | 110 mm | Each | 3 | 119.95 | 359.85 |
| 77 | 75x75x75 mm | Each | 3 | 141.55 | 424.65 |
| 78 | 110x110x110 mm | Each | 3 | 205.45 | 616.35 |
| 79 | 75x75x75 mm | Each | 3 | 124.2 | 372.6 |
| 80 | 110x110x110 mm | Each | 3 | 190.75 | 572.25 |
| 81 | 75 mm bend | Each | 16 | 91.8 | 1,468.8 |
| 82 | 110 mm bend | Each | 29 | 132 | 3,828 |
| 83 | 75 mm Shoe | Each | 2 | 81.1 | 162.2 |
| 84 | 110 mm Shoe | Each | 1 | 115.95 | 115.95 |
| 85 | 75 mm | Each | 3 | 310.85 | 932.55 |
| 86 | 110 mm | Each | 4 | 309.5 | 1,238 |
| 87 | 2 mm thick flat | Sqm | 434 | 1,048.5 | 4,55,049 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 2449.3 | 282 | 6,90,702.6 |
| 89 | 1:4 (1 cement: 4 fine sand) | Sqm | 781.5 | 402.15 | 3,14,280.23 |
| 90 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2023 | 401.35 | 8,11,931.05 |
| 91 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3500 | 214.3 | 7,50,050 |
| 92 | Two or more coats on new work | Sqm | 4330 | 92.75 | 4,01,607.5 |
| 93 | 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 | 1740 | 245 | 4,26,300 |
| 94 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 630 | 162.35 | 1,02,280.5 |
| 95 | Two coats | Sqm | 102 | 132.65 | 13,530.3 |
| 96 | On steel work | Sqm | 4136 | 201.7 | 8,34,231.2 |
| 97 | On concrete work | Sqm | 630 | 198.4 | 1,24,992 |
| 98 | Two or more coats on new work | Sqm | 13 | 131.45 | 1,708.85 |
| 99 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 49 | 2,007.1 | 98,347.9 |
| 100 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 55 | 2,928.1 | 1,61,045.5 |
| 101 | In cement mortar | cum | 372 | 1,698.45 | 6,31,823.4 |
| 102 | Channels, angles, tees and flats | Kg | 1562 | 1.9 | 2,967.8 |
| 103 | 100 mm dia pipe | Metre | 90 | 64.3 | 5,787 |
| 104 | 15 mm to 40 mm nominal bore | Metre | 9 | 124.1 | 1,116.9 |
| 105 | Above 40 mm nominal bore | Metre | 23 | 134.25 | 3,087.75 |
| 106 | Up to 150 mm diameter | Metre | 90 | 340.7 | 30,663 |
| 107 | Above 150 mm dia up to 300 mm dia | Metre | 45 | 448.15 | 20,166.75 |
| 108 | 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 | 440 | 219.35 | 96,514 |
| 109 | 90 mm to 45 mm size stone aggregate | cum | 313 | 1,937.6 | 6,06,468.8 |
| 110 | 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 | 313 | 865.8 | 2,70,995.4 |
| 111 | Cement concrete prepared with batch mixing machine | cum | 313 | 9,492.9 | 29,71,277.7 |
| 112 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 217 | 932.35 | 2,02,319.95 |
| 113 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 9 | 1,679.6 | 15,116.4 |
| 114 | Orissa pattern W.C. pan of size 580x440 mm | Each | 2 | 2,758.2 | 5,516.4 |
| 115 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 9 | 2,403.65 | 21,632.85 |
| 116 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 4 | 167.25 | 669 |
| 117 | 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 | 9 | 299.35 | 2,694.15 |
| 118 | 10 litre capacity - White | Each | 11 | 1,023.05 | 11,253.55 |
| 119 | Oval shape 450x350 mm (outer dimensions) | Each | 9 | 1,157.4 | 10,416.6 |
| 120 | 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 | 9 | 146.3 | 1,316.7 |
| 121 | 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 | 9 | 573.6 | 5,162.4 |
| 122 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 50 | 320.6 | 16,030 |
| 123 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 50 | 568.6 | 28,430 |
| 124 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 210 | 654.65 | 1,37,476.5 |
| 125 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 550 | 1,689.5 | 9,29,225 |
| 126 | 20 mm nominal dia Pipes | Metre | 79 | 513.75 | 40,586.25 |
| 127 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 128 | 40 mm nominal dia Pipes | Metre | 178 | 559.2 | 99,537.6 |
| 129 | 50 mm nominal dia Pipes | Metre | 100 | 811.85 | 81,185 |
| 130 | 50 mm dia nominal bore | Metre | 14 | 654.2 | 9,158.8 |
| 131 | 80 mm dia nominal bore | Metre | 14 | 919.1 | 12,867.4 |
| 132 | 25 mm nominal bore | Each | 69 | 532.35 | 36,732.15 |
| 133 | 50 mm nominal bore | Each | 64 | 878.25 | 56,208 |
| 134 | 100 mm diameter | Each | 9 | 166.35 | 1,497.15 |
| 135 | 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 | 8836 | 9.7 | 85,709.2 |
| 136 | 15 mm nominal bore | Each | 28 | 715.05 | 20,021.4 |
| 137 | 15mm nominal bore | Each | 18 | 500.35 | 9,006.3 |
| 138 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 2 | 143.3 | 286.6 |
| 139 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 9 | 183.4 | 1,650.6 |
| 140 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 2 | 96.45 | 192.9 |
| 141 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 2 | 459.4 | 918.8 |
| 142 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 18 | 377.1 | 6,787.8 |
| 143 | 250 mm dia. R.C.C. pipe | Metre | 53 | 811.15 | 42,990.95 |
| 144 | 300 mm dia. R.C.C. pipe | Metre | 44 | 902.05 | 39,690.2 |
| 145 | 450 mm dia. R.C.C. pipe | Metre | 18 | 1,481.55 | 26,667.9 |
| 146 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 39 | 516.6 | 20,147.4 |
| 147 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS- 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 11 | 8,230.05 | 90,530.55 |
| 148 | With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles | Sqm | 66 | 2,055.65 | 1,35,672.9 |
| 149 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 210 | 6,057.95 | 12,72,169.5 |
| 150 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 450 | 8,086.6 | 36,38,970 |
| 151 | Concrete grade M-35 (Cement content 370 kgs) | cum | 6.06 | 19,488.05 | 1,18,097.58 |
| Schedule total | ₹12,70,88,099.27 | ||||
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