Loading
Loading…
Loading…
Tender ID
Tender Value
₹37.6 Cr
EMD Value
₹20.3 L
Closing Date
31 Mar 2026, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER SEC
18 conditions · 5 needing a document upload
Financial Eligibility Criteria: The Tenderer shall be eligible only if he fulfils the following Standard Financial Eligibility Criteria FOR WORKS COSTING ABOVE Rs.50.00 LAKHS: 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. Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India. No Technical and Financial credentials are required for tenders having value up to Rs.50 lakh. For tenders costing more than Rs.20 crore, eligibility criteria include bid capacity also as specified in clause 10.3 of IRSGCC- April 2022 - PART I - "Regulations for Tenders and Contracts - For the Guidance of Engineers & Contractors for Works Contracts." The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. The tenderer will be qualified only if it's available bid capacity is equal to or more than the total bid value of the present tender
A) Technical eligibility criteria for non-composite works costing above Rs.50.00 lakhs As per clause 10.1(a) of IRGCC-2022 ( part-1) :. (a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: 1.Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, Or 2.Two similar works each costing not less than the amount equal to 40% of advertised value of the tender or 3.One similar work each costing not less than the amount equal to 60% of advertised value of the tender B ) Technical eligibility for composite tender: 1.Each component of value more than 2 Crs shall be taken for evaluation of technical eligibility as per 10.1(b) of IRSGCC-2022. 2.In case single completion certificate containing more than one component is submitted by the tenderer, value of each component is to be specified in that completion certificate. Separate completed works of minimum required values for each component shall also be considered for fulfilment of technical eligibility criteria 3.In case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility, the certificate shall be treated Incomplete and invalid and shall not be considered for evaluation of technical eligibility. 4.Technical eligibility shall be fulfilled by tenderer as per clause 10.1 of IRSGCC-2022 (Part- I) and 17.15.1(b) of IRSGCC-2022 (Part- I) for the component/components of value of more than 50% of tender value or by Sub- contractor as per clause 7(a)(ii) of GCC (Part-II) for the other component/ components of value less than 50% of tender value. Each other member of JV shall have technical capacity of minimum 10% of advertised value of any component. 5.If the Tenderer proposes to sub-contract any component/components as per item 4 above , which is less than 50% of tender value, then a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the sub-contractor(s) and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility as per clause 7(a)(ii) of Part II of IRSGCC 2022. 6.For component less than Rs 2 Cr, technical Eligibility will not be considered in tender evaluation and the documents of sub-contractor need not be submitted along with tender. 7.The contractor will engage an eligible sub- contractor after award of contract with the approval of Chief Engineer in writing subject to complying clause 7 of Part II of IRSGCC 2022 . Note: Tenderers may see Explanation for Para 10 of the Tender Form (Second Sheet) including Para 10.1 to 10.5 - Eligibility Criteria of IRSGCC-2022.
ATTENTION TO TENDERERS: Tenderers to specifically note that in case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility as laid down in STANDARD TECHNICAL CRITERIA (Point No.1) as above, such certificate shall be treated incomplete and invalid and shall not be considered for evaluation of technical eligibility.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. The work executed by the tenderer for any Govt. /Govt.bodies/PSUs and public listed company shall only be considered for fulfilling of Technical Eligibility Criteria. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India as per clause- 27 of SCC 2023.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India and on sub-contracting to contractors from such countries as per clause- 27 of SCC 2023.
Defination of Similar Work :- Any Bridge work involving RCC work and other Misc. works -Value is Rs 292541855.85 A N D Any Bridge work involving superstructure with structural steel having span of 12.20m or more -Value of structural steel component in superstructure is Rs.40360763.80 A N D Any Bridge work involving superstructure with PSC work having span of 12.20m or more -Value of PSC component in superstructure is Rs. 43027508.41
81 conditions · 37 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender form (First Sheet) as per 'Annexure-I' of Standard Tender Document.
Firm details as per 'Annexure-II' of Standard Tender Document.
Self attested copy of Permanent Account Number (PAN) issued by Income Tax Department.
For Sole Proprietorship firm submit details as per given below :-
Sole Proprietorship firm attached Affidavit as per 'Annexure -X' of Standard Tender Document.
Special power of Attorney as per proforma given in 'Annexure XI' of Standard Tender Document to be submitted by sole proprietor firm duly notarized.(Not required if tender documents are submitted by proprietor himself)
(A) i)An undertaking that he is not blacklisted or debarred by Railways or any other Ministry / Department of Govt, of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
b) HUF: (i)A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF.
(ii)An undertaking that the HUF is not blacklisted or debarred by Railways or any other Ministry / Department of Govt, of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which HUF was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
For Partnership firm submit details as per given below :-
Self/Notary attested copies of Partnership deed.
Special Power of Attorney as per proforma given in 'Annexure-XII' of Standard Tender Document to be submitted by Partnership firm. (Not required if one or more partners are authorized in Parternership deed to sign on behalf of the firm.)
An undertaking that the Partnership firm is not blacklisted or debarred by Railways or any other Ministry / Department of Govt, of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
For JV firm submit details as per given below :-
Memorandum of Understanding of JV as per proforma given in 'Annexure-XIV' of Standard Tender Document.
Letter of consent as per proforma given in 'Annexure-XV' of Standard Tender Document to be submitted by a partnership firm participating as a Member of JV firm (wherever applicable).
Notary Certified copy of resolution passed by Board of Directors of the Company,permitting the company to enter into a JV agreement, authorizing MD or one of the Directors of Mangers of the Company to sign JV Agreement, such other documents required to be signed on behalf of the Company and enter into liability against the company and/or do any other act on behalf of the company to be submitted as per 'Annexure-XVI' of Standard Tender Document.
Special Power of Attorney as per proforma given in 'Annexure-XVII' of Standard Tender Document to be submitted by Limited Companies or Sole Proprietor participating as member of JV firm (wherever applicable).
Registered Society & Registered Trust: The tenderer shall submit
(i) a copy of the Certificate of Registration
(ii) a copy of Deed of Formation
(iii) a copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust.
An undertaking that the Registered Society & Registered Trust is not blacklisted or debarred by Railways or any other Ministry / Department of Govt, of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
LLP (Limited Liability Partnership): If the tender is submitted on behalf of a LLP registered under LLP Act-2008, the tenderer shall submit along with the tender:
(i)A copy of LLP Agreement
(ii)A copy of Certificate of Incorporation
(iii)A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP.
(iv)An undertaking that the LLP is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of JV in which the LLP was / is a member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
(e)Company registered under Companies Act 2013:
(i)The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company
(ii)A copy of Certificate of Incorporation
(iii)A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company.
(iv)An undertaking that the Company is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which the Company was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
As per Clause 46A.1., Part II of GCC-2022 and Advance correction slip No.1: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs.2 crore. Provided further that, in a contract where PVC is applicable, following shall be outside the purview of price adjustments (i.e., shall be excluded from the gross value of the work for the Purpose of price variation): a) Materials supplied by Railway to the Contractors, either free or at fixed rate; b) Any extra item(s) included in subsequent variation falling outside the purview of the Bill(s) of Quantities of tender, under clause 39. (I) (b) of these Standard General Conditions, unless applicability of PVC and 'Base Month' has been specially agreed, while fixing the rates of such extra item(s)'
Any Conditional offer will be summarily rejected.
In case of any difficulty, help desk available on the website of IREPS may be approached.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The information should only be submitted in these standard formats.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Sales tax/Business tax, Royalty etc. will be recovered as per extant instruction on the subject.
All the tenderers/Contractors are allowed to make payments against this tender towards tender document cost and earnest money only through ONLINE payment modes available on IREPS portal line net banking, debit card, credit card etc. Manual payments through Demand draft, Banker cheque, Deposit receipts,FDR etc. are not allowed.
Payment of Earnest Money deposit (EMD) and Tender Document Cost (TDC), in respect of E-Tendering, should be accepted through net banking or payment gateway only.
Note for Commercial compliance :-
Certificates from private individuals for whom such works are executed being executed is not acceptable.
Eligibility criteria for works tender in respect of partnership firms:-
in case the tenderer is a partnership firm s , the experience, solvency and turn over shall be in the name and style of the firm only.
If the tenderer is a partnership firm, all the partners shall be jointly and severally liable for successful completion of the work and no request for change on the certification of the firm shall be entertained.
During the currency of the contract, no partner of the firm shall be permitted to withdraw from partnership business and in such and event it shall be treated as breach of trust and abandonment of the contract.
Any Conditional offer will be summarily rejected.
For Standard Financial criteria and Standard Technical criteria - Tenderers are required to submitted authenticated certificate along with the tenders from officers of government or semi- government/public sector undertakings under whom the work has been executed indicating there in the name of work executed, value of works/payment details and period during which completed. Such certificates should have signature and seal of the concerned officer. In the absence of such certificate the tender may not be considered.
Due to roll out of GST with effect from 01.07.2017. The following additional terms and special condition are given below :-
For the tenders due to open before roll out of GST- All the bidders/tenderers while quoting the rates should clearly indicate the rate of applicable duties and taxes included in the prices quoted by them. Any variation in tax structure/rate due to introduction of GST, shall be dealt with under Statutory Variation Clause.
For the tenders opening after roll out of GST- All the bidders/tenders should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
Tender will be opened at the specified time and date. In case the specified date is declared a holiday, the tender would be opened at the same time on the next working day.
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway,make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification by the railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the railway thereunder.
In case of any wrong information submitted by tender, the contract shall be terminated, Earnest Money Deposit (EMD), Performance Guarantee (PG) and Security Deposit(SD) of contract forfeited and agency barred for doing business on entire Indian Railways for 5 (five) years.
In partial modification to Railway Board's letter No. 2007/CE.1/CT/18 dated 05.07.2010 and 14.09.2017, it has been decided to extend the scope of PMC services for all works contracts costing more than Rs. 10 Crore in open line.
Construction of ROB in lieu of LC no. 97 @ Km:121/600-700 as 1x36 m Composite Girder (Railway portion) + 3x18.71m PSC Girder(Kirangoor end) + 6x18.71m PSC Girder (Rampur end) + 3x28m PSC Girder (Rampur end) + RCC retaining wall (approach portion) and proposed Limited height subway at km:121/540 as 1x5x2.5m RCC box Between Panadavapura and Srirangapattana stations (Composite work)
ROB-LC-97-PANP-S
ROB-LC-97-PANP-S
Open
Works - General
18 Months
Dharwad, Karnataka
₹0
₹20.3 L
31 Mar 2026
5 Mar 2026
17 Mar 2026
302 items across 13 schedules · ₹42,66,11,170.82 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 1 | 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 | 100 | 9,895.2 | 9,89,520 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| PRE-CAST RCC | — | — | — | — | |
| 2 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 60 | 10,585.9 | 6,35,154 |
| MASONRY WORK | — | — | — | — | |
| EXPOSED BRICK WALL | — | — | — | — | |
| 3 | 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 | 100 | 8,333.65 | 8,33,365 |
| STONE WORK | — | — | — | — | |
| RANDOM RUBBLE MASONRY | — | — | — | — | |
| Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | — | — | — | — | |
| 4 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,311.25 | 3,65,562.5 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer- in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. | — | — | — | — | |
| Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. | — | — | — | — | |
| 5 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 10 | 8,298.85 | 82,988.5 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| 6 | 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 | 200 | 738.65 | 1,47,730 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : | — | — | — | — | |
| 7 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 8 | Flashings/ Aprons.( Upto 600 mm) | Metre | 100 | 485.6 | 48,560 |
| 9 | North light curves | Metre | 100 | 546.1 | 54,610 |
| 10 | Barge board (Upto 300 mm) | Metre | 100 | 451.5 | 45,150 |
| 11 | Crimp curve | Sqm | 50 | 496.75 | 24,837.5 |
| 12 | Gutter (600 mm over all girth) | Metre | 100 | 1,313.7 | 1,31,370 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 13 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 14 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 15 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 200 | 1,147.2 | 2,29,440 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. | — | — | — | — | |
| 16 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : | — | — | — | — | |
| 17 | Water bound macadam road | Sqm | 2500 | 217.45 | 5,43,625 |
| 18 | bituminous road | Sqm | 2500 | 428.5 | 10,71,250 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 19 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 9600 | 218.9 | 21,01,440 |
| 20 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 9600 | 24.85 | 2,38,560 |
| SURFACE DRESSING | — | — | — | — | |
| 21 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 7425 | 311.85 | 23,15,486.25 |
| PREMIX CARPET | — | — | — | — | |
| Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | — | — | — | — | |
| 22 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 14850 | 60.5 | 8,98,425 |
| 23 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 7425 | 48.2 | 3,57,885 |
| 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | — | — | — | — | |
| 24 | With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 | Sqm | 7425 | 233.15 | 17,31,138.75 |
| Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). | — | — | — | — | |
| 25 | 25 mm thick | Sqm | 5925 | 854.15 | 50,60,838.75 |
| SEAL COAT | — | — | — | — | |
| 26 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm | 7425 | 130.85 | 9,71,561.25 |
| MISCELLANEOUS | — | — | — | — | |
| 27 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge. | Each | 750 | 206.3 | 1,54,725 |
| Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. | — | — | — | — | |
| 28 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 720 | 11,129.55 | 80,13,276 |
| Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | — | — | — | — | |
| 29 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 360 | 12,126.2 | 43,65,432 |
| Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. | — | — | — | — | |
| 30 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | Each | 10 | 7,183.35 | 71,833.5 |
| 31 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 10 | 5,559.75 | 55,597.5 |
| 32 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 840 | 747.8 | 6,28,152 |
| 33 | 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 | 15 | 10,117.6 | 1,51,764 |
| 34 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 2505 | 9,823.8 | 2,46,08,619 |
| Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | — | — | — | — | |
| 35 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 2880 | 2,924.85 | 84,23,568 |
| 36 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 2880 | 2,914.3 | 83,93,184 |
| Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. | — | — | — | — | |
| 37 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,091.5 | 2,18,300 |
| 38 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 1500 | 3,081.95 | 46,22,925 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 39 | 300 mm dia. R.C.C. pipe | Metre | 75 | 994.3 | 74,572.5 |
| 40 | 600 mm dia. R.C.C. pipe | Metre | 75 | 2,243.4 | 1,68,255 |
| 41 | 900 mm dia. R.C.C. pipe | Metre | 100 | 4,750.85 | 4,75,085 |
| 42 | 1200 mm dia. R.C.C. pipe | Metre | 100 | 7,102.15 | 7,10,215 |
| Schedule total | ₹8,04,69,521 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Proforma-092025.pdf
ATTACHMENT
ReverseAuctionguidelines.pdf
ATTACHMENT
ACS10toIRSGCC2022.pdf
ATTACHMENT
ACS-9toIRSGCC-2022.pdf
ATTACHMENT
ACS-8toIRSGCC-2022dated.20.12.2024.pdf
ATTACHMENT
ASC-7-dt25.09.2024toIRSGCC-2022.pdf
ATTACHMENT
ACS-6toIRSGCC-2022.pdf
ATTACHMENT
ACS-5toIRSGCC2022dt.20.10.2023.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_4ACS-4toIRSGCC-2022.pdf
ATTACHMENT
GCC2022ACS-3_20230426_114140_1.pdf
ATTACHMENT
ACS-2 to IRSGCC-2022
ATTACHMENT
Splattentiontobidder_1.pdf
ATTACHMENT
ACS-1toIRSGCC2022.pdf
ATTACHMENT
IRSGCC-APRIL-2022_1.pdf
ATTACHMENT
SCC-112025.pdf
ATTACHMENT
LC-97ROBGAD-Approved.pdf
ATTACHMENT
TS-CEMENT-2020REV.pdf
ATTACHMENT
Steel-052024.pdf
ATTACHMENT
TSforTrack-2022.pdf
ATTACHMENT
TSTRANS1.pdf
ATTACHMENT
ASCforFEBBRS_compressed.pdf
ATTACHMENT
GuidelinesforexeuctionofROBRUBFOBisuedbyPD_1.pdf
ATTACHMENT
WeblinkaddressforTechSpecificationforDSRUSSORitems.pdf Web link address
ATTACHMENT
BALLAST2023.pdf
ATTACHMENT
AdditionalSpecialConditionsROB-LC-97-PANP-S.pdf
ATTACHMENT
ProgrammeChartROB-LC-97-PANP-S_compressed.pdf
ATTACHMENT
SPECIALCONDITIONSOFCONTRACTORELECTRICALLC-97.pdf SCC ELECTRICAL
ATTACHMENT
TechnicalSpecificationCompositeWorkLC-97.pdf
ATTACHMENT
TRDcompositeTenderdocumentLC-97.pdf
ATTACHMENT
ACS-2toGCC-2022_2022-CE-1-CT-GCC-2022-POLICY_13.12.2022.pdf
ATTACHMENT
WeblinkaddressforTechSpecificationforDSRUSSORitems.pdf
ATTACHMENT
SPECIALCONDITIONSOFCONTRACTORELECTRICALLC-97.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .