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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
24 Sept 2026, 3:00 pm
Manager (Engineering)
Regional Office, Plot No.4/1/9, Sector 04, Vidhyadhar Nagar, Jaipur 302039
Upgradation of Internal Roads by Laying M 30 Grade Cement Concrete Road between Godown 1 and 2 and Godown 2 and 3 at CW, Jhunjhunu.
2026_CWC_290313_1
E NIT_CWC/RO-JAI/ENGG/2026-27/01
Open Tender
Civil Works
Percentage
120 days
Central Warehouse Jhunjhunu
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹2.2 L
Regional Office Jaipur
9 Sept 2026
9 Sept 2026
25 Sept 2026
9 Sept 2026
24 Sept 2026
9 Sept 2026
14 Sept 2026
Name of the Bidder
Bidder Address, (registered)
Bidder Organization ID /CIN in case of Company
Bidder Telephone number
Bidder E-mail address
Type of Bidder constituent (Organization)
Attested copy of documents in support of Bidder Organization Type
Current List of Directors/Partners: as applicable
Name of the person holding the power of attorney for this Bid
Designation
Contact details of person holding the power of attorney
Attested Copy of Power of Attorney to sign & submit the Tender (as per format given in EXHIBIT-III of Appendix-II)
Earnest Money Deposit (EMD) of Amount as mentioned in APPENDIX-1 (TIS) to be paid through NEFT/RTGS in the bank account of CWC, and EMD submission proof is to be submitted. The bank details for submitting the EMD are: - Name of Account Holder - CENTRAL WAREHOUSING CORPORATION, Bank Name – HDFC BANK, Branch Name – HAUZ KHAS NEW DELHI, Account No.- 50100393023873, IFSC – HDFC0000467, MICR - 110240071
PF Registration code number of Bidder
COPY of PF Registration number of Bidder
GST Registration code number of Bidder
COPY of GST Registration number of Bidder
PAN of the Bidder
COPY of PAN of Bidder
Whether Enlisted /Empaneled with CPWD/ MES/ Railway/ PWD/ CWC/any other PSU etc. if any,
Copy of Enlistment/Empanelment certificate Submitted or Not
Whether Bidder is executing or completed any work awarded by CENTRAL WAREHOUSING CORPORATION in Past Three FY Year (FY 2023-24, FY 2024-25 & FY 2025-26) and Current FY 2026-27.
Affidavit along with this PQ Performa (EXHIBIT-I) on NJS paper signed and submitted after filling necessary details.
Declaration of near relatives (EXHIBIT-IV) submitted.
Particular Technical Experience w.r.t. Similar Nature of Work:
Brief of Similar Nature Work Experience-1
Work order/ contract agreement ref number and date
Name of client issued the work order and completion certificate
Completion certificate -ref number and date
Total value of work completed (Rs.)
Stipulated date of completion
Actual date of completion
If LD is levied: Amount / period of delay for which Liquidity damage is levied by client (if any)
Copy of completion/experience certificate of work and Copy of Agreement/Workorder issued by Client is submitted as per format given in EXHIBIT-V or EXHIBIT-VI or EXHIBIT-VII as applicable
Brief of Similar Nature Work Experience-2
Work order/ contract agreement ref number and date
Name of client issued the work order and completion certificate
Completion certificate -ref number and date
Total value of work completed (Rs.)
Stipulated date of completion
Actual date of completion
If LD is levied: Amount / period of delay for which Liquidity damage is levied by client (if any)
Copy of completion/experience certificate of work and Copy of Agreement/Workorder issued by Client is submitted as per format given in EXHIBIT-V or EXHIBIT-VI or EXHIBIT-VII as applicable
Brief of Similar Nature Work Experience-3
Work order/ contract agreement ref number and date
Name of client issued the work order and completion certificate
Completion certificate -ref number and date
Total value of work completed (Rs.)
Stipulated date of completion
Actual date of completion
If LD is levied: Amount / period of delay for which Liquidity damage is levied by client (if any)
Copy of completion/experience certificate of work and Copy of Agreement/Workorder issued by Client is submitted as per format given in EXHIBIT-V or EXHIBIT-VI or EXHIBIT-VII as applicable
Annual Financial Turnover-Total Revenue (Income) (as per CA certificate and audited P&L Account)
FY 2022-23 (only when audited turnover for FY 2025-26 is not available)
The average of financial turnover for the last three financial years i.e. FY 2025-26, 2024-25 and FY 2023-24 Or FY 2022-23 (FY 2022-23 to be referred only when Audited turnover of FY 2025-26 is not available)
Annual Financial Turnover-Total Revenue (Income) from Construction Works (as per CA certificate and audited P&L Account)
FY 2020–21 (only when audited turnover for FY 2025-26 is not available)
Bidder's Profit after Tax (PAT) (as per CA certificate and audited P&L Account)
FY 2020–21 (only when audited turnover for FY 2025-26 is not available)
Bidder's Total Net worth (as per CA certificate and audited
FY 2024-25 (only when audited turnover for FY 2025-26 is not available)
Copy of Audited Balance Sheets and Profit & Loss Statements for Annual financial turnover/ revenue (income), PAT & NETWORTH of Bidder (in support of Information provided above) to be submitted with Bid
FY 2020–21 (only when audited turnover for FY 2025-26 is not available)
Copy of Chartered Accountant’s Certificate as per format given in EXHIBIT VIII in support of information provided above on Annual financial turnover/ revenue (income), PAT of Bidder.
Chartered Accountant’s Certificate as per format given in EXHIBIT IX in support of information provided above on Net worth of Bidder.
Total Solvency in Rs. As per Banker certificate issued for this purpose
Banker's certificate in support of the above information as per EXHIBIT X submitted.
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : water bound macadam
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth away from CWC Campus in all lead and lift, as directed by Engineer-incharge. All kinds of soil
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge
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: with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
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
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
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 achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.: Thermo-Mechanically Treated bars of grade Fe-500D or more.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
E NIT_CWC/RO-JAI/ENGG/2026-27/01
Upgradation of Internal Roads by Laying M-30 Grade Cement Concrete Road between Godown 1 & 2 and Godown 2 & 3 at CW, Jhunjhunu
Description of Work
Price Schedule: Items mentioned at Sub Schedule ‘A (I)’: • Items based on DSR 2023 for civil works, • Non-Scheduled Market rate Items of Civil work.
E NIT_CWC/RO-JAI/ENGG/2026-27/01
Upgradation of Internal Roads by Laying M-30 Grade Cement Concrete Road between Godown 1 & 2 and Godown 2 & 3 at CW, Jhunjhunu
Description
Total of Sub schedule A (I)
Total of all Sub Schedules A(I) {In Figures}
Total of all Sub Schedules A(I) {In Words}
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