Tender ID

PMGSY

Technical Eval

Works

Civil Works - Bridge Construction

Construction of High Level Bridge Skew 3 Span 13.0m each eff. over Lisara Drain x-ing BBM road to Rampura Pitho Chowke at RD 6700 including its approaches,road Diversion,dismantling and 2.5M high RCC Retaining wall under PMGSY-III(Batch-1)

Public Works Department

Bathinda, Punjab

Amount: ₹3.0 CrCloses: 6 Apr 2026Closed

Timeline

Published21 Mar 2026
Closed6 Apr 2026
Technical Evaluation15 Apr 2026
Award—

Bids

2 Bids15 Apr 2026

#	Company	Status
1	KHARA CONTRACTORS Accepted-Technical	Accepted-Technical Responsive
2	M/s Makhan Lal Contractor Accepted-Technical	Accepted-Technical Responsive

Tender Value

₹3.0 Cr

EMD Value

₹6.0 L

Closing Date

6 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Er. ONKAR SINGH

Address

EXECUTIVE ENGINEER PROVL DIVN PWD B AND R BATHINDA

Work Description

Construction of High Level Bridge Skew 3 Span 13.0m each eff. over Lisara Drain x-ing BBM road to Rampura Pitho Chowke at RD 6700 including its approaches,road Diversion,dismantling and 2.5M high RCC Retaining wall under PMGSY-III(Batch-1)

Tender Information

Tender ID

2026_PWDBR_147065_1

Reference Number

PB-02-44

Tender Type

Open Tender

Product Category

Civil Works - Bridge Construction

Form of Contract

Item Rate

Period of Work

365 days

Location

BATHINDA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEMD,TENDER FEES,TENDER PROCESSING FEES (.pdf)

RequiredPAN,GST,EPF,BID VALADITY,AFFIDAVIT,VALID ENLISTMENT (.pdf)

RequiredTECHNICAL DOCUMENT AS PER SBD (.pdf)

RequiredANY OTHER INFORMATION (.pdf)

Finance

RequiredBOQ (.xls)

RequiredSECTION8 FORM OF BID (.pdf)

Fee & Financial Details

Tender Fee Amount

₹30,000

Tender Fee Payable To

EXECUTIVE ENGINEER PROVL DIVN PWD B AND R

EMD Fee Amount

₹6.0 L

Important Dates

Last Activity

15 Apr 2026

Published

21 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

21 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

21 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (44 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bridge work
2	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK)	0.6	Per Cubic Metre	-	-
3	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK)	0.6	Per Cubic Metre	-	-
4	Bored cast-in-situ M 35 grade R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) ( 2 Nos) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100,1600 & 1700 ( Sr.no 12.24 & 12.37 of MORT&H DATA BOOK)	1	Per Metre	-	-
5Plain cement concrete M-15 for Levelling Course complete as per drawings and technical specifications clause 800,1200 ( Sr no 11.4 of MORD DATA BOOK)
6	Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications clause 1100, 1500 &1700 ( Sr no 12.40 of MORT&H data book)	0.4	Per Cubic Metre	-	-
7	Reinforced cement concrete M 30 in Substructure including centering shutering but excluding steel, complete as per drawings and technical specifications Clauses 1500, 1700 & 2200 (Sr no 13.5 of MORT&H data book)	0.6	Per Cubic Metre	-	-
8	Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.clause 1204.3.8. 1204.3.8 (Sr.no 12.11 of MORD DATA BOOK)	0.6	Per Cubic Metre	-	-
9Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Sr.no 12.9 of MORD DATA BOOK)
10Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications clause 2000 & 2200 (Sr no 13.16 of MORD data book)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Work Item Documents

BOQ_228593.xls

BOQ • 0.34 MB

SBD44.pdf

Tender Documents • 31.86 MB

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Company

KHARA CONTRACTORS

Accepted-Technical

M/s Makhan Lal Contractor

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bridge work
2	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK)	0.6	Per Cubic Metre	-	-
3	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK)	0.6	Per Cubic Metre	-	-
4	Bored cast-in-situ M 35 grade R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) ( 2 Nos) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100,1600 & 1700 ( Sr.no 12.24 & 12.37 of MORT&H DATA BOOK)	1	Per Metre	-	-
5Plain cement concrete M-15 for Levelling Course complete as per drawings and technical specifications clause 800,1200 ( Sr no 11.4 of MORD DATA BOOK)
6	Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications clause 1100, 1500 &1700 ( Sr no 12.40 of MORT&H data book)	0.4	Per Cubic Metre	-	-
7	Reinforced cement concrete M 30 in Substructure including centering shutering but excluding steel, complete as per drawings and technical specifications Clauses 1500, 1700 & 2200 (Sr no 13.5 of MORT&H data book)	0.6	Per Cubic Metre	-	-
8	Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.clause 1204.3.8. 1204.3.8 (Sr.no 12.11 of MORD DATA BOOK)	0.6	Per Cubic Metre	-	-
9Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Sr.no 12.9 of MORD DATA BOOK)
10Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications clause 2000 & 2200 (Sr no 13.16 of MORD data book)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bridge work

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK)

0.6

Per Cubic Metre

0.6

Per Cubic Metre

Bored cast-in-situ M 35 grade R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) ( 2 Nos) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100,1600 & 1700 ( Sr.no 12.24 & 12.37 of MORT&H DATA BOOK)

Per Metre

5Plain cement concrete M-15 for Levelling Course complete as per drawings and technical specifications clause 800,1200 ( Sr no 11.4 of MORD DATA BOOK)

Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications clause 1100, 1500 &1700 ( Sr no 12.40 of MORT&H data book)

0.4

Per Cubic Metre

Reinforced cement concrete M 30 in Substructure including centering shutering but excluding steel, complete as per drawings and technical specifications Clauses 1500, 1700 & 2200 (Sr no 13.5 of MORT&H data book)

0.6

Per Cubic Metre

Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.clause 1204.3.8. 1204.3.8 (Sr.no 12.11 of MORD DATA BOOK)

0.6

Per Cubic Metre

9Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Sr.no 12.9 of MORD DATA BOOK)

10Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications clause 2000 & 2200 (Sr no 13.16 of MORD data book)