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Tender Value
₹1.9 Cr
EMD Value
₹2.5 L
Closing Date
25 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)
DENW
20 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: Construction of buildings work
Maintenance Period:- 06 Months
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)
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 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.
Supply of welding portion under the jurisdiction of Sr.DEN/4/HWH.
265_2025-26~ER
265_2025-26
Open
Works - General
12 Months
Bhavnagar, Gujarat
₹0
₹2.5 L
25 Feb 2026
3 Feb 2026
11 Feb 2026
250 items across 3 schedules · ₹19,29,22,135.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 1932.75 | — | 177.5 | 3,43,063.13 |
| 2 | Ordinary rock | cum 503.24 | — | 498.9 | 2,51,066.44 |
| 3 | Hard rock (blasting prohibited) | cum 437.46 | — | 1,432.95 | 6,26,858.31 |
| 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 553.04 | — | 196 | 1,08,395.84 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum 414.78 | — | 700.5 | 2,90,553.39 |
| 6 | All kinds of soil | cum 483.19 | — | 126.8 | 61,268.49 |
| 7 | Ordinary or hard rock | cum 218.73 | — | 227.4 | 49,739.2 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 326.79 | — | 2,123.75 | 6,94,020.26 |
| 9 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 87.56 | — | 7,878.5 | 6,89,841.46 |
| 10 | 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 915.51 | — | 7,294.7 | 66,78,370.8 |
| 11 | 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 31.71 | — | 6,812 | 2,16,008.52 |
| 12 | 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 878.93 | — | 410.85 | 3,61,108.39 |
| 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 115.82 | — | 9,045.75 | 10,47,678.77 |
| 14 | 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 132.67 | — | 10,852.95 | 14,39,860.88 |
| 15 | cum 29.93 | — | 11,505.5 | 3,44,359.62 | |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1606.82 | — | 392.15 | 6,30,114.46 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 1235.98 | — | 842.5 | 10,41,313.15 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm 2673.75 | — | 927.25 | 24,79,234.69 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 3849.56 | — | 736.4 | 28,34,815.98 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 3072.63 | — | 961.3 | 29,53,719.22 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm 130.43 | — | 764.95 | 99,772.43 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 144755.96 | — | 107.85 | 1,56,11,930.29 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 288309.64 | — | 107.85 | 3,10,94,194.67 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 491.9 | — | 9,504.75 | 46,75,386.53 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 713.25 | — | 9,655.7 | 68,86,928.03 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 961.08 | — | 9,860.4 | 94,76,633.23 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 1201.34 | — | 10,011.35 | 1,20,27,035.21 |
| 28 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 196.94 | — | 733.5 | 1,44,455.49 |
| 29 | 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 10.58 | — | 8,333.65 | 88,170.02 |
| 30 | Area of slab upto 0.50 sqm | Sqm 137.1 | — | 5,413.5 | 7,42,190.85 |
| 31 | Area of slab over 0.50 sqm | Sqm 197.31 | — | 5,136.3 | 10,13,443.35 |
| 32 | Granite work | Metre 1567.35 | — | 510.95 | 8,00,837.48 |
| 33 | Metre | 38.7 | 568.55 | 22,002.89 | |
| 34 | Each | 1 | 978.7 | 978.7 | |
| 35 | 18 mm thick | Sqm 144.48 | — | 1,492.8 | 2,15,679.74 |
| 36 | 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 766.7 | — | 1,267.95 | 9,72,137.27 |
| 37 | Second class teak wood | cum | 6.31 | 1,42,949.7 | 9,02,012.61 |
| 38 | Kiln seasoned and chemically treated hollock wood | cum | .11 | 83,378.05 | 9,171.59 |
| 39 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm 58.57 | — | 2,241.8 | 1,31,302.23 |
| 40 | 35 mm thick | Sqm 61.32 | — | 4,940.2 | 3,02,933.06 |
| 41 | 18 mm thick | Sqm | 5.26 | 1,020.95 | 5,370.2 |
| 42 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 58.48 | — | 3,167.95 | 1,85,261.72 |
| 43 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 174.41 | — | 2,392.65 | 4,17,302.09 |
| 44 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 36.37 | — | 2,172.1 | 78,999.28 |
| 45 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm 27.52 | — | 462.35 | 12,723.87 |
| 46 | Fixed to steel windows by welding | Kg 631.24 | — | 219.1 | 1,38,304.68 |
| 47 | 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 | 181 | 228.85 | 41,421.85 |
| 48 | 100x75x3.50 mm | Each | 33 | 62.05 | 2,047.65 |
| 49 | 300x16 mm | Each | 33 | 216.55 | 7,146.15 |
| 50 | 250x16 mm | Each | 4 | 193.7 | 774.8 |
| 51 | 250x10 mm | Each | 17 | 83.9 | 1,426.3 |
| 52 | 150x10 mm | Each | 9 | 59.45 | 535.05 |
| 53 | 100x10 mm | Each | 9 | 44.3 | 398.7 |
| 54 | 125 mm | Each | 33 | 39.95 | 1,318.35 |
| 55 | 100 mm | Each | 33 | 32.55 | 1,074.15 |
| 56 | 150x10 mm | Each | 33 | 287.25 | 9,479.25 |
| 57 | 100x10 mm | Each | 4 | 197.5 | 790 |
| 58 | 300x16x5 mm | Each | 33 | 322.2 | 10,632.6 |
| 59 | 250x16x5 mm | Each | 17 | 308 | 5,236 |
| 60 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 33 | 854.65 | 28,203.45 |
| 61 | Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 33 | 726.6 | 23,977.8 |
| 62 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 33 | 1,183.3 | 39,048.9 |
| 63 | 125 mm | Each | 7 | 256.65 | 1,796.55 |
| 64 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 111 | 121.65 | 13,503.15 |
| 65 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 2 | 1,124.85 | 2,249.7 |
| 66 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 3 | 998.35 | 2,995.05 |
| 67 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | Each | 33 | 151.05 | 4,984.65 |
| 68 | 125 mm | Each | 33 | 231.05 | 7,624.65 |
| 69 | 100 mm | Each | 33 | 206.25 | 6,806.25 |
| 70 | 250x16 mm | Each | 33 | 260.6 | 8,599.8 |
| 71 | 300x10 mm | Each | 33 | 130.1 | 4,293.3 |
| 72 | 125 mm | Each | 99 | 66.25 | 6,558.75 |
| 73 | Single rubber stopper | Each | 99 | 39.6 | 3,920.4 |
| 74 | Triple strip vertical type | Each | 52 | 52.5 | 2,730 |
| 75 | Double strip (horizontal type) | Each | 52 | 39.7 | 2,064.4 |
| 76 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) | Each | 52 | 20.4 | 1,060.8 |
| 77 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre 799.8 | — | 492.7 | 3,94,061.46 |
| 78 | 30 mm thick pre laminated PVC door shutters | Sqm | 1.08 | 3,663.8 | 3,956.9 |
| 79 | 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 799.8 | — | 570.95 | 4,56,645.81 |
| 80 | 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 96.58 | — | 3,720.75 | 3,59,350.04 |
| 81 | 1.0 mm thick | Sqm 36.12 | — | 897.3 | 32,410.48 |
| 82 | 18 mm thick | Sqm 27.52 | — | 1,362.3 | 37,490.5 |
| 83 | 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 2945.5 | — | 117.35 | 3,45,654.43 |
| 84 | 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 541.8 | — | 133.7 | 72,438.66 |
| 85 | Hot finished welded type tubes | Kg 541.8 | — | 194.4 | 1,05,325.92 |
| 86 | Hot finished seamless type tubes | Kg 799.8 | — | 206.35 | 1,65,038.73 |
| 87 | Electric resistance or induction butt welded tubes | Kg | 215 | 194.4 | 41,796 |
| 88 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 51.6 | 97.2 | 5,015.52 |
| 89 | Providing and fixing bolts including nuts and washers complete. | Kg 53.32 | — | 159.35 | 8,496.54 |
| 90 | Providing and fixing M.S. rivets of sizes in position. | Kg 70.09 | — | 278.3 | 19,506.05 |
| 91 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg 103.2 | — | 123.6 | 12,755.52 |
| 92 | M.S. tube | Kg | 98.9 | 196.8 | 19,463.52 |
| 93 | E.R.W. tubes | Kg 120.4 | — | 205.75 | 24,772.3 |
| 94 | G.I. pipes | Kg 279.5 | — | 203.05 | 56,752.48 |
| 95 | 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 1354.5 | — | 772.4 | 10,46,215.8 |
| 96 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm 799.8 | — | 614.2 | 4,91,237.16 |
| 97 | Ordinary cement without any pigment | Sqm 288.96 | — | 1,379 | 3,98,475.84 |
| 98 | Acid and alkali resistant tile | Sqm 189.63 | — | 1,738.15 | 3,29,605.38 |
| 99 | Acid and alkali resistant tile | Sqm 171.57 | — | 1,884.9 | 3,23,392.29 |
| 100 | 25 mm thick | Sqm 541.8 | — | 1,948.25 | 10,55,561.85 |
| 101 | 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 251.12 | — | 2,354.7 | 5,91,312.26 |
| 102 | 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 669.42 | — | 1,096.55 | 7,34,052.5 |
| 103 | Size of Tile 600x600 mm | Sqm 2270.4 | — | 1,553.45 | 35,26,952.88 |
| 104 | Size of Tile 800x800 mm | Sqm 681.12 | — | 1,885.5 | 12,84,251.76 |
| 105 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 4.3 | -850.1 | -3,655.43 |
| 106 | Size of Tile 600x600 mm | Sqm 550.68 | — | 1,623.05 | 8,93,781.17 |
| 107 | Size of Tile 800x800 mm | Sqm | 86 | 244.75 | 21,048.5 |
| 108 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 68.8 | 3,186.7 | 2,19,244.96 |
| 109 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm 122.12 | — | 4,481.3 | 5,47,256.36 |
| 110 | Flat surfaces | Sqm 159.1 | — | 1,718.95 | 2,73,484.95 |
| 111 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm 75.25 | — | 607.45 | 45,710.61 |
| 112 | 110 mm diameter | Metre 922.35 | — | 377.4 | 3,48,094.89 |
| 113 | 110 mm | Each | 795 | 136.15 | 1,08,239.25 |
| 114 | 110 mm | Each | 478 | 371.3 | 1,77,481.4 |
| 115 | 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 127.28 | — | 738.65 | 94,015.37 |
| 116 | Ridges plain (500 - 600mm) | Metre 610.6 | — | 532.35 | 3,25,052.91 |
| 117 | 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 91.65 | — | 2,158.15 | 1,97,794.45 |
| 118 | 1:4 (1 cement: 4 fine sand) | Sqm 3607.48 | — | 347.05 | 12,51,975.93 |
| 119 | 1:6 (1 cement: 6 fine sand) | Sqm 6559.05 | — | 333.35 | 21,86,459.32 |
| 120 | 1:4 (1 cement: 4 fine sand) | Sqm 1095.46 | — | 425.55 | 4,66,173 |
| 121 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 8944.16 | — | 262.7 | 23,49,630.83 |
| 122 | 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 7155.33 | — | 185.65 | 13,28,387.01 |
| 123 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 344 | 116.9 | 40,213.6 |
| 124 | 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 4293.2 | — | 160.6 | 6,89,487.92 |
| 125 | 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 1788.83 | — | 193.7 | 3,46,496.37 |
| 126 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm 541.8 | — | 170.7 | 92,485.26 |
| 127 | Two or more coats on new work | Sqm 1083.6 | — | 155.9 | 1,68,933.24 |
| 128 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm 730.31 | — | 156.05 | 1,13,964.88 |
| 129 | Old work (one or more coats) | Sqm 11925.55 | — | 62.7 | 7,47,731.99 |
| 130 | Two coats | Sqm 1376 | — | 142.8 | 1,96,492.8 |
| 131 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 215 | 25.15 | 5,407.25 |
| 132 | One or more coats on old work | Sqm | 86 | 102.8 | 8,840.8 |
| 133 | One or more coats with copal varnish | Sqm 14.04 | — | 94.6 | 1,328.18 |
| 134 | 25 mm diameter. | Metre | 17.2 | 421.75 | 7,254.1 |
| 135 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 163.4 | — | 2,434.25 | 3,97,756.45 |
| 136 | In cement mortar | cum 148.35 | — | 2,458.95 | 3,64,785.23 |
| 137 | Channels, angles, tees and flats | Kg 5375 | — | 2.3 | 12,362.5 |
| 138 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg 1960.8 | — | 5.65 | 11,078.52 |
| 139 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg 6720.9 | — | 3.85 | 25,875.47 |
| 140 | For thickness of tiles 10 mm to 25 mm | Sqm 75.25 | — | 73.4 | 5,523.35 |
| 141 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm 369.8 | — | 266.45 | 98,533.21 |
| 142 | G.S. Sheet | Sqm 543.52 | — | 164.95 | 89,653.62 |
| 143 | Asbestos Cement sheet | Sqm 464.4 | — | 77.3 | 35,898.12 |
| 144 | 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 11.01 | — | 263.95 | 2,906.09 |
| 145 | 63 mm to 45 mm size stone aggregate | cum 1483.5 | — | 1,636.05 | 24,27,080.18 |
| 146 | 53 mm to 22.4 mm size stone aggregate | cum 627.8 | — | 1,842.3 | 11,56,595.94 |
| 147 | Moorum | cum 1960.8 | — | 768.25 | 15,06,384.6 |
| 148 | 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 2850.47 | — | 1,046.95 | 29,84,299.57 |
| 149 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm 2541.3 | — | 972 | 24,70,143.6 |
| 150 | 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 154.8 | — | 2,017.6 | 3,12,324.48 |
| 151 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm 2479.81 | — | 1,045.65 | 25,93,013.33 |
| 152 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 17 | 6,767.4 | 1,15,045.8 |
| 153 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 154 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 17 | 6,258.75 | 1,06,398.75 |
| 155 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 17 | 2,226.35 | 37,847.95 |
| 156 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 1 | 1,879.2 | 1,879.2 |
| 157 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 1 | 1,683.35 | 1,683.35 |
| 158 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,873.8 | 3,873.8 |
| 159 | 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 | 9 | 6,940.75 | 62,466.75 |
| 160 | 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 | 9 | 1,648.95 | 14,840.55 |
| 161 | 40 mm dia | Each | 37 | 119.55 | 4,423.35 |
| 162 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 7 | 53.25 | 372.75 |
| 163 | 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 | 26 | 1,607.95 | 41,806.7 |
| 164 | C.P. brass | Each | 69 | 803.7 | 55,455.3 |
| 165 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 90.3 | 1,044.75 | 94,340.93 |
| 166 | Sand cast iron S&S as per IS - 3989 | Each | 9 | 1,975.15 | 17,776.35 |
| 167 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 9 | 115.3 | 1,037.7 |
| 168 | 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 | 9 | 367.1 | 3,303.9 |
| 169 | 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 | 26 | 168.35 | 4,377.1 |
| 170 | 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 | 26 | 231.95 | 6,030.7 |
| 171 | 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 | 26 | 708.95 | 18,432.7 |
| 172 | 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 | 26 | 713.2 | 18,543.2 |
| 173 | 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 | 10 | 18,212.9 | 1,82,129 |
| 174 | 20 mm nominal dia Pipes | Metre 13.76 | — | 335 | 4,609.6 |
| 175 | 25 mm nominal dia Pipes | Metre 13.76 | — | 401.55 | 5,525.33 |
| 176 | 20 mm nominal dia Pipes | Metre 268.75 | — | 537.6 | 1,44,480 |
| 177 | 25 mm nominal dia Pipes | Metre 268.75 | — | 627.25 | 1,68,573.44 |
| 178 | 15 mm nominal dia Pipes | Metre 154.8 | — | 244.7 | 37,879.56 |
| 179 | 20 mm nominal dia Pipes | Metre 154.8 | — | 274.3 | 42,461.64 |
| 180 | 25 mm nominal dia Pipes | Metre 137.6 | — | 355.4 | 48,903.04 |
| 181 | 40 mm nominal dia Pipes | Metre 137.6 | — | 563.05 | 77,475.68 |
| 182 | 50 mm nominal dia Pipes | Metre 154.8 | — | 794.25 | 1,22,949.9 |
| 183 | 80 mm nominal dia Pipes | Metre 223.6 | — | 2,166.35 | 4,84,395.86 |
| 184 | 100 mm nominal dia Pipes | Metre 124.7 | — | 3,271.7 | 4,07,980.99 |
| 185 | 25 to 40 mm nominal bore | Each | 102 | 911.9 | 93,013.8 |
| 186 | 50 to 80 mm nominal bore | Each | 102 | 1,785.35 | 1,82,105.7 |
| 187 | 15 mm nominal bore | Each | 37 | 353.25 | 13,070.25 |
| 188 | 20 mm nominal bore | Each | 37 | 379.2 | 14,030.4 |
| 189 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 190 | 25 mm nominal bore | Each | 37 | 622.4 | 23,028.8 |
| 191 | 40 mm nominal bore | Each | 37 | 826.1 | 30,565.7 |
| 192 | 50 mm nominal bore | Each | 37 | 1,026.65 | 37,986.05 |
| 193 | 15 mm nominal bore | Each | 52 | 406.85 | 21,156.2 |
| 194 | 20 mm nominal bore | Each | 52 | 462.5 | 24,050 |
| 195 | 25 mm nominal bore | Each | 52 | 464.05 | 24,130.6 |
| 196 | Horizontal | Each | 6 | 591.4 | 3,548.4 |
| 197 | 100 mm diameter | Each | 6 | 193.95 | 1,163.7 |
| 198 | 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 Litre 72240 | — | 11 | 7,94,640 |
| 199 | 15 mm nominal bore | Each | 52 | 506.8 | 26,353.6 |
| 200 | 15 mm nominal bore | Each | 9 | 798.95 | 7,190.55 |
| 201 | 15 mm nominal bore | Each | 52 | 670.45 | 34,863.4 |
| 202 | 15mm nominal bore | Each | 52 | 574.3 | 29,863.6 |
| 203 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 17 | 125.6 | 2,135.2 |
| 204 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 17 | 118.5 | 2,014.5 |
| 205 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 17 | 208.45 | 3,543.65 |
| 206 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 69 | 523.8 | 36,142.2 |
| 207 | For 22.22 mm outer dia pipe | Each | 52 | 113.8 | 5,917.6 |
| 208 | For 28.58 mm outer dia pipe | Each | 52 | 163.6 | 8,507.2 |
| 209 | For 48.60 mm outer dia pipe | Each | 52 | 273.15 | 14,203.8 |
| 210 | For 22.22 mm outer dia pipe | Each | 52 | 300.2 | 15,610.4 |
| 211 | For 28.58 mm outer dia pipe | Each | 52 | 466.6 | 24,263.2 |
| 212 | For 48.60 mm outer dia pipe | Each | 52 | 1,429.75 | 74,347 |
| 213 | 150 mm diameter | Metre 206.4 | — | 695.8 | 1,43,613.12 |
| 214 | 300 mm diameter | Metre 279.5 | — | 2,064.15 | 5,76,929.93 |
| 215 | 150 mm diameter S.W. pipe | Metre 421.4 | — | 1,179.85 | 4,97,188.79 |
| 216 | 300 mm dia. R.C.C. pipe | Metre 1354.5 | — | 994.3 | 13,46,779.35 |
| 217 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 256.93 | — | 495.05 | 1,27,193.2 |
| 218 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 601.14 | — | 530.9 | 3,19,145.23 |
| 219 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 891.3 | — | 598.6 | 5,33,532.18 |
| 220 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 1015.88 | — | 634.45 | 6,44,525.07 |
| 221 | Pre-laminated particle board with decorative lamination on both sides | Sqm 219.13 | — | 1,115.4 | 2,44,417.6 |
| 222 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm 402.48 | — | 1,176.8 | 4,73,638.46 |
| 223 | 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 779.6 | — | 688.9 | 5,37,066.44 |
| 224 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 752.25 | — | 7,387.25 | 55,57,058.81 |
| 225 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 2480.15 | — | 9,844.65 | 2,44,16,208.7 |
| Schedule total | ₹18,84,94,992.92 | ||||
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LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
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Updatedtenderdocument_151.pdf
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Annexure-XIII_1.pdf
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Annexure-IVVVIVIIVIII_2.pdf
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Annexure-IIIIII_3.pdf
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Annexure-XIV_1.pdf
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Annexure-XI_11_2.pdf
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GCCACS14.07.2022-compressed.pdf
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CheckList_3.pdf
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JPOSTCables_1.pdf
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Annexure-X2.pdf
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NewAnnexure-IX-merged.pdf
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Annexure-XII_.pdf
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ColouredFinal_GCC_April-22_pdf_27.04.22_1.pdf
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GCC-2022-ACS72.pdf
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SpecialconditionforWeldingGeneral.pdf
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SpecalconditionSpecification.pdf
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RDSOWeldig070320219.pdf
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LetterNo.W7633-0-Pt-Xdated22.03.2024.pdf
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