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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC As per evaluation committee |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
25 May 2026, 11:00 amClosed
Regional Officer, Chandigarh
Regional Office, Chandigarh, National Highways Authority of India, NHAI Building, Sector - 30B, Chandigarh (UT) - 160030
Construction of FOB near Govt. Primary School, Rampur Suiri, Pinjore at Ch. 55.000 on Zirakpur - Parwanoo section from KM 39.960 to KM 67.550 of NH-5 (old NH-22) including Pinjore-Kalka-Parwanoo bypass in the States of PB, HR, HP (2nd Call)
2026_NHAI_277188_1
NHAI/RO-CHD/2026-2027/CHD/02
Open Tender
Civil Works
Item Rate
180 days
PIU Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,000
National Highways Authority of India
₹2.4 L
13 Aug 2026
11 May 2026
26 May 2026
11 May 2026
25 May 2026
11 May 2026
FINANCIAL BID FORM
To From: (Name of Firm)
Regional Office, Chandigarh, National Highways Authority of India, NHAI Building, Sector - 30B, Chandigarh (UT) - 160030, (Near Sector – 29-30 Traffic Light, Opposite 30 C Market) Phone no. 0172-2586818
Name of work: Construction of FOB near Govt. Primary School, Rampur Suiri, Pinjore at Ch. 55+000 on Zirakpur - Parwanoo section from KM 39.960 to KM 67.550 of NH-5 (old NH-22) including Pinjore-Kalka-Parwanoo bypass in the States of Punjab, Haryana & Himachal Pradesh (2nd Call).
Reference letter No.
1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders, Scope of works, Conditions of Contract, Technical Specifications, Bill of Quantities and schedules for the execution of the above named works, we, the undersigned offer to execute and complete such works and remedy any defects therein in conformity with the said bid documents for the sum as offered in the online financial bid form or such other sum as may be ascertained in accordance with the said Bid documents.
2. We undertake, if our Bid is accepted, to commence the work within fifteen (15) days of receipt of the order to commence, and to complete and deliver the sections and whole of the works comprised in the Contract within the period stated in the bid hereto.
3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank Guarantee to be jointly and severally bound on us, in accordance with the Conditions of Contract.
4. We agree to abide by this Bid for the period of One Hundred & Twenty (120) days from the last date fixed for Bid Submission and it shall remain binding upon us and may be accepted at any time before the expiry of that period.
5. We confirm our agreement to treat the Bid documents and other records connected with the works as secret and confidential documents and shall not communicate information contained therein to any person other than the person authorized by the Employer or use such information in any manner prejudicial to the safety and integrity of the works.
6. Unless and until an agreement is prepared and executed, this Bid, together with your written acceptance thereof, shall constitute a binding Contract between us, but without prejudice to your right to withdraw such acceptance without assigning any reasons thereof.
7. We understand that you are not bound to accept the lowest or any bid you may receive.
Yours faithfully
**Name and Designation of the authorised signatory
** Certified copy of Power of Attorney/Authorization for signature shall be furnished by the bidder.
Bill of Quantities (BOQ)
Name of work: Construction of FOB near Govt. Primary School, Rampur Suiri, Pinjore at Ch. 55+000 on Zirakpur - Parwanoo section from KM 39.960 to KM 67.550 of NH-5 (old NH-22) including Pinjore-Kalka-Parwanoo bypass in the States of Punjab, Haryana & Himachal Pradesh (2nd Call).
Sr No. Description Unit Quantity Rate per unit Amount (In Rs)
1 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 lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. Cum 227.556 77.68
2 PCC M-15 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) Cum 11.34 3475
3 Foundation M-35, All works above plinth level up to floor IV level, Providing M-35 grade concrete instead of M-25 cum grade BMC/ RMC. (Note Cement content considered in M-35 is @ 350 kg/ cum) Cum 87.06 4628.57
4 Reinforcement Fe-500 Thermo-Mechanically Treated bars of grade Fe-500D kg or more. MT 6.867000000000001 60714.29
5 Structural steel Hot finished welded type tubes MT 84.91814011520891 105357.14
Steel Railing 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. MT 2.3759068165284596 75000
6 RFP Sheet for roofing Sqm 494.98391336418524 498
7 Solar Light Nos 5 35000
8 Tubelight with Electrical Fitting Nos 60 500
9 Providing and erecting of 5/16/63/100 KVA transformer and electric connection from concerned electricity department. The item includes cost of all charges for erecting the transformer and including all departmental charges like site survey. 3 Phase 440 V Meter Installation charges, 95 mm2 XLPE/ABC cable (as per site requirement), cable laying, loading unloading charges including all applicable taxes etc. to cater the requirement for approximately 50 nos, of poles as per site requirement and as per direction of engineer in charge Nos 1 353080
10 Supplying and installation of outdoor type panel board of suitable size made out of CRCA sheet, having door locking arrangement for protection from rain, dust, duly fixed on GI angle iron frame and having following accessories mounted inside the panel including timer, connection, inter connection with aluminium thimbles, earthing with two nos. earth studs etc. as required,. Cable gland plates shall be provided on bottom. 2 Nos. earthing terminals shall be provided. Panels shall be suitable for 415V, 3-phase, 4-wire, 50Hz supply Nos 1 75446
11 Operation and Maintenance (O&M) charges for 10 years shall be considered @1.00% (One Percent) per annum on the Total Estimated Project Cost. - - - 1088192.48
Total Estimated Cost (Including O&M Charges for 10 Years)
Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above. In Words In Figures
I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive. Premium
Bid price in Rs.
Note: 1. For Concrete items, if Concrete requirement as per design mix formula is more than the minimum requirement as per clause, no extra payment shall be made. Extra Concrete requirement shall be considered incidental to work. 2. The material required for construction work shall be as per MoRT&H specifications for road and bridge works (Fifth Revision/latest edition) and fulfills NHAI Policy guidelines no. NHAI/TIC/PQ/2012-13/205 dated 19.10.2022 and approved by the Engineer incharge. 3. All duties, taxes (excluding GST), royalties and other levies payable by the Contractor under the Contract, or for any other cause, shall be included in the rates, prices, and total Bid price submitted by the Bidder. Nothing extra shall be payable on this account except GST which shall be payable at the applicable rates. 4. Invoice raised shall be processed after vetting of work by IIT. 5. Reference Drawings and IIT Report is attched along, being indicative in nature. 6. Contactor shall be liable to maintain FoB as per satisfaction of Engineer-in-charge. 1% of total Awarded work shall be paid as maintenance cost per year for 1st 10 years, from date of completion. 7. Maintenance shall include but not be limited to works of routine housekeeping, painting, repairs, replacement of equipments/fixtures/functional lighting etc.
CSR Item No. Description of Item Unit Qty./Premium Rate
24.7 a Construction of granular sub-base by providing close graded material grading -I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications CUM 1194
CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80 KM [ Chapter 5.2(i)] CUM 425.58000000000004
Plant to Site 6 km CUM 200.67
Rate Of GSB per Cum 0.0
Total Rate Of GSB per CUM 1820.25
CSR Item No. Description of Item Unit Qty./Premium Rate
24.13 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications CUM 1579.11
CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80 KM [ Chapter 5.2(i)] CUM 425.58000000000004
Plant to Site 6 km CUM 200.67
Basic Rate for WMM per Cum 2205.36
TOTAL RATE of WMM per Cum 2205.36
CSR Item No. Description of Item Unit Qty./Premium Rate
24.19 Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I)
(a) Providing and laying dense graded bituminous macadam 80mm to 100mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4%, Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I) bituminous binder VG-40 @ 4%, carriage of mixed material to site of work, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications CUM 6164.68 6164.68
CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80KM [ Chapter 5.2(i)] CUM 425.58000000000004
CARRIAGE FROM Bathinda REFINARY TO plant TOTAL Round Trip 550 KM[ Chapter 5.2(iii)] ton 92.62
Carriage for DBM from DBM plant to site 6 km Cum 200.67
Difference of price of VG 40 and VG 30 (Rs 1500 per MT) as CSR rate is inclusive of VG 30 ton 138
Total Rate for Dense Graded Bituminous Macadam 0.0
Total Rate for Dense Graded Bituminous Macadam 7021.55
CSR Item No. Description of Item Unit Qty./Premium Rate
24.15 Prime Coat @ 0.85kg per sqm
Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications Sq. m 32.11 32.11
Basic Rate for Prime coat per Sqm 0.9
Total Rate for Prime coat per Sqm 32.11
CSR Item No. Description of Item Unit Qty./Premium Rate
24.23 Bituminous concrete 30mm to 45 mm (Grading II)
(a) Providing and laying bituminous concrete 30mm to 45 mm thick with Continuous type hot mix plant using crushed aggregates of specified grading ,premixed with bituminous binder CRMB 60 / PMB @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled ,vibratory and tandemr ollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications CUM 7409.77 7409.77
CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80KM [ Chapter 5.2(i)] CUM 425.58000000000004
CARRIAGE FROM Bathinda REFINARY TO plant TOTAL Round Trip 550 KM[ Chapter 5.2(iii)] ton 92.62
Carriage for BC from BC plant to site 6 km Cum 200.67
Difference of price of CRM 60 and VG 30 (Rs 3000 per MT) as CSR rate is inclusive of VG 30 ton 372.6
Total Rate for Dense Graded Bituminous Macadam 0.9
Total Rate for Dense Graded Bituminous Macadam 8501.24
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