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Tender Value
₹14.6 Cr
EMD Value
₹29.1 L
Closing Date
26 Aug 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DENW
19 conditions · 5 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 bridge work involving fabrication, erection & launching of FOB/Steel Girders/ Composite Girder for Railway, Road Bridges.
Bid capacity ( Click here to download Format)
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 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.
Bhavnagar Div. - Provision of FoB with lift at Dhoraji, Bhayavadar and Shapur stations to curb MEA - Deficiency and lmprovement Divyangjan Accessibility
115-2026-27~WR
115-2026-27
Open
Works - General
12 Months
Bhavnagar, Gujarat
₹0
₹29.1 L
4 Aug 2026
4 Aug 2026
12 Aug 2026
101 items across 3 schedules · ₹18,47,20,903.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2702.7 | 177.5 | 4,79,729.25 |
| 2 | Ordinary rock | cum | 1376.6 | 498.9 | 6,86,785.74 |
| 3 | Hard rock (blasting prohibited) | cum | 262.5 | 1,432.95 | 3,76,149.38 |
| 4 | 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 | 673.8 | 196 | 1,32,064.8 |
| 5 | All kinds of soil | cum | 672 | 126.8 | 85,209.6 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 187.11 | 7,878.5 | 14,74,146.14 |
| 7 | 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 | 180.75 | 7,294.7 | 13,18,517.03 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 106.95 | 6,812 | 7,28,543.4 |
| 9 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 25.8 | 10,357.55 | 2,67,224.79 |
| 10 | Foundations, footings, bases for columns | Sqm | 1860 | 392.15 | 7,29,399 |
| 11 | 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 | 103.8 | 9,045.75 | 9,38,948.85 |
| 12 | cum | 51.45 | 11,505.5 | 5,91,957.98 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2277.45 | 392.15 | 8,93,102.02 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 878.89 | 927.25 | 8,14,950.75 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1805.76 | 961.3 | 17,35,877.09 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 229.82 | 764.95 | 1,75,800.81 |
| 17 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1450.17 | 384.3 | 5,57,300.33 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 83550 | 107.85 | 90,10,867.5 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 80670 | 107.85 | 87,00,259.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 197.8 | 9,504.75 | 18,80,039.55 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 181.74 | 9,655.7 | 17,54,826.92 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 138.03 | 9,860.4 | 13,61,031.01 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 175.8 | 10,011.35 | 17,59,995.33 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 294 | 733.5 | 2,15,649 |
| 25 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 51.88 | 8,333.65 | 4,32,349.76 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 162.34 | 5,413.5 | 8,78,827.59 |
| 27 | Area of slab over 0.50 sqm | Sqm | 192.86 | 5,136.3 | 9,90,586.82 |
| 28 | 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 | 127.2 | 1,267.95 | 1,61,283.24 |
| 29 | 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 | 7350 | 133.7 | 9,82,695 |
| 30 | Hot finished welded type tubes | Kg | 67350 | 194.4 | 1,30,92,840 |
| 31 | Hot finished seamless type tubes | Kg | 79740 | 206.35 | 1,64,54,349 |
| 32 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 780 | 97.2 | 75,816 |
| 33 | Providing and fixing bolts including nuts and washers complete. | Kg | 840 | 159.35 | 1,33,854 |
| 34 | 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 | 1860 | 772.4 | 14,36,664 |
| 35 | Ordinary cement without any pigment | Sqm | 135.27 | 2,229.15 | 3,01,537.12 |
| 36 | Ordinary cement without any pigment | Sqm | 240.75 | 1,379 | 3,31,994.25 |
| 37 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1035 | 3,186.7 | 32,98,234.5 |
| 38 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 2013.02 | 195.6 | 3,93,746.71 |
| 39 | 110 mm diameter | Metre | 180 | 377.4 | 67,932 |
| 40 | 110 mm bend | Each | 150 | 150.35 | 22,552.5 |
| 41 | 110 mm Shoe | Each | 90 | 131.85 | 11,866.5 |
| 42 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 1764 | 1,401.35 | 24,71,981.4 |
| 43 | Ridges plain (500 - 600mm) | Metre | 120 | 532.35 | 63,882 |
| 44 | Gutter (600 mm over all girth) | Metre | 120 | 1,313.7 | 1,57,644 |
| 45 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. | Sqm | 720 | 667.05 | 4,80,276 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 65.3 | 347.05 | 22,662.37 |
| 47 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 972 | 53.3 | 51,807.6 |
| 48 | 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 | 1465.39 | 185.65 | 2,72,049.65 |
| 49 | Two or more coats on new work | Sqm | 1890 | 146.8 | 2,77,452 |
| 50 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 168.56 | 2,434.25 | 4,10,317.18 |
| 51 | 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 | 121.7 | 3,551.25 | 4,32,187.13 |
| 52 | In cement mortar | cum | 194.4 | 2,060.2 | 4,00,502.88 |
| 53 | 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 | 361.08 | 263.95 | 95,307.07 |
| 54 | Moorum | cum | 256.5 | 768.25 | 1,97,056.13 |
| 55 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 50.4 | 10,117.6 | 5,09,927.04 |
| 56 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 360 | 3,439.5 | 12,38,220 |
| 57 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 193.68 | 4,950.9 | 9,58,890.31 |
| 58 | 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 | 163.92 | 2,017.6 | 3,30,724.99 |
| 59 | 15 mm nominal dia Pipes | Metre | 40 | 497.8 | 19,912 |
| 60 | 20 mm nominal dia Pipes | Metre | 40 | 537.6 | 21,504 |
| 61 | 25 mm nominal dia Pipes | Metre | 40 | 627.25 | 25,090 |
| 62 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 63 | 20 mm nominal bore | Each | 4 | 379.2 | 1,516.8 |
| 64 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 65 | 20 mm nominal bore | Each | 4 | 379.2 | 1,516.8 |
| 66 | 15 mm nominal bore | Each | 8 | 506.8 | 4,054.4 |
| 67 | 15 mm nominal bore | Each | 8 | 798.95 | 6,391.6 |
| 68 | 15 mm nominal bore | Each | 8 | 670.45 | 5,363.6 |
| 69 | 150 mm diameter | Metre | 40 | 695.8 | 27,832 |
| 70 | 300 mm diameter | Metre | 24 | 2,064.15 | 49,539.6 |
| 71 | 150 mm diameter S.W. pipe | Metre | 40 | 1,179.85 | 47,194 |
| 72 | 300 mm dia. R.C.C. pipe | Metre | 40 | 994.3 | 39,772 |
| 73 | 550 mm dia piles | Metre | 60 | 4,530.9 | 2,71,854 |
| 74 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 12 | 54,771.5 | 6,57,258 |
| 75 | Upto 50 tonne Safe capacity pile | Per Test | 12 | 19,632.4 | 2,35,588.8 |
| 76 | Upto 50 tonne capacity pile | Per Test | 12 | 19,632.4 | 2,35,588.8 |
| 77 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | Per Test | 12 | 1,153.2 | 13,838.4 |
| 78 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 1152 | 1,525.6 | 17,57,491.2 |
| 79 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 11.2 | 7,387.25 | 82,737.2 |
| 80 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 19.16 | 9,844.65 | 1,88,623.49 |
| 81 | Concrete grade M-35 (Cement content 370 kgs) | cum | 134.67 | 20,928.7 | 28,18,468.03 |
| Schedule total | ₹9,06,20,353.23 | ||||
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GuidelineforconstructionofFOB.pdf
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