PMGSY

Financial Eval

Works

Civil - Roads and Bridges

Renewal Coat/Macadamization of Road from Ladden to Dhoba,Pk No JK0269(Post DLP) under C and T PMGSY Division Budgam

PMGSY Kashmir and CE PW (R and B) Kashmir

Budgam, Jammu And Kashmir

Amount: ₹95.9 LCloses: 4 Aug 2026Closed

Timeline

Published25 Jul 2026
Closed4 Aug 2026
Technical Evaluation6 Aug 2026
Financial Evaluation13 Aug 2026
Award—

Bids

Percentage

2 Bids13 Aug 2026

#	Company	Amount	Rank	Status
1	ultratech engineering co 1₹68.5 LAccepted-Finance	₹68.5 L	1	Accepted-Finance L1
2	SHEIKH INFRASTRUCTURES 2₹82.1 L+₹13.6 L (19.8%)Rejected-Finance	₹82.1 L+₹13.6 L (19.8%)	2	Rejected-Finance L2

Tender Value

₹95.9 L

EMD Value

₹1.9 L

Closing Date

4 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Ex. Engineer PMGSY Budgam

Address

Office of Ex Engineer PMGSY Div Budgam Near SDH Chadoora

Work Description

Renewal Coat/Macadamization of Road from Ladden to Dhoba,Pk No JK0269(Post DLP) under C and T PMGSY Division Budgam

Tender Information

Tender ID

2026_KSRRD_148817_2

Reference Number

ENIT No.08/EE/PMGSY/B/E-TENDERING OF 2026-27 Dated 25-07-2026

Tender Type

Open Tender

Product Category

Civil - Roads and Bridges

Form of Contract

Percentage

Location

Budgam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT and SBD

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Online Tender Document Fee /EMD (.pdf)

RequiredScanned copy of Affidavits as per format given in SBD. (.pdf)

RequiredScanned copy of enlistment card with latest renewal. (.pdf)

RequiredScanned copy of equipment and machinery with evidence as per the format given in SBD. (.pdf)

RequiredScanned copy of technical staff as per the format given in SBD. (.pdf)

RequiredScanned copy of PAN Card (.pdf)

RequiredFORM GST3/GSTR3B of preceeding month or Quarter (.pdf)

Finance

RequiredBOQ (.xls)

RequiredForm of Bid for Part II of the Bid as specified in Section 6 (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,600

EMD Fee Amount

₹1.9 L

Pre-Bid Meeting

Meeting Place

Office of Executive Engineer PMGSY Budgam Near SDH

Important Dates

Last Activity

13 Aug 2026

Published

25 Jul 2026

Bid Opening

5 Aug 2026

Download Starts

25 Jul 2026

Download Ends

4 Aug 2026

Submission Starts

25 Jul 2026

Pre-Bid Meeting

27 Jul 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renewal Coat
1.01	Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1 km (by mechanical means).( PMGSY SOR 3.2)	1,635	SQM	13.44	₹21,974.4
1.02	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	2,460	SQM	53.62	₹1,31,905.2
1.03	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	7,270	SQM	15.09	₹1,09,704.3
1.04	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.	184.5	CUM	2,638.79	₹4,86,856.76
1.05	Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achievethe desired compaction as per Technical Specification Clause 504.(PMGSY SOR 5.3)	123	CUM	8,775.98	₹10,79,445.54
1.06	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical Means. (PMGSY SOR 5.9)	9,730	SQM	176.13	₹17,13,744.9
1.07	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B by mechanical means	9,730	SQM	-	-
1.08	Providing and applying 2.5mm 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	600	SQM	560.19	₹3,36,114
2Initial Rehabilitation

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_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 • 6.61 MB

Work Item Documents

SBDFINALUTLILADDEN.pdf

Additional Documents • 0.73 MB

BOQ_234042.xls

BOQ • 0.35 MB

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Company

ultratech engineering co

1₹68.5 LAccepted-Finance

SHEIKH INFRASTRUCTURES

2₹82.1 L+₹13.6 L (19.8%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renewal Coat
1.01	Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1 km (by mechanical means).( PMGSY SOR 3.2)	1,635	SQM	13.44	₹21,974.4
1.02	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	2,460	SQM	53.62	₹1,31,905.2
1.03	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	7,270	SQM	15.09	₹1,09,704.3
1.04	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.	184.5	CUM	2,638.79	₹4,86,856.76
1.05	Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achievethe desired compaction as per Technical Specification Clause 504.(PMGSY SOR 5.3)	123	CUM	8,775.98	₹10,79,445.54
1.06	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical Means. (PMGSY SOR 5.9)	9,730	SQM	176.13	₹17,13,744.9
1.07	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B by mechanical means	9,730	SQM	-	-
1.08	Providing and applying 2.5mm 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	600	SQM	560.19	₹3,36,114
2Initial Rehabilitation

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renewal Coat

1.01

Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1 km (by mechanical means).( PMGSY SOR 3.2)

1,635

SQM

13.44

₹21,974.4

1.02

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

2,460

SQM

53.62

₹1,31,905.2

1.03

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

7,270

SQM

15.09

₹1,09,704.3

1.04

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

184.5

CUM

2,638.79

₹4,86,856.76

1.05

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achievethe desired compaction as per Technical Specification Clause 504.(PMGSY SOR 5.3)

123

CUM

8,775.98

₹10,79,445.54

1.06

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical Means. (PMGSY SOR 5.9)

9,730

SQM

176.13

₹17,13,744.9

1.07

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B by mechanical means

9,730

SQM

1.08

Providing and applying 2.5mm 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

600

SQM

560.19

₹3,36,114

2Initial Rehabilitation