Tender ID

J&K

Financial BO

Works

Civil Works

Laying of Paver Blocks and allied works on shoulders of Sanasar road upto km 14 under UT Capex (WORK CODE PWDSS2526103420)

Public Works Department

Sansr | Ramban, Jammu And Kashmir

Amount: ₹99.2 LCloses: 30 Oct 2026Closed

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Timeline

Published24 Oct 2026
Closed30 Oct 2026
Technical Evaluation31 Oct 2026
Financial Evaluation31 Oct 2026
Award—

Bids

Percentage

6 Bids31 Oct 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S MIR CONSTRUCTION COMPANY L1₹98.9 LAdmitted-Finance 09 PANZGAM TANGDAR ROAD CHOWKIBAL KUPWARA JAMMU KASHMIR 193224 \| KUPWARA \| JAMMU AND KASHMIR \| 193224	-0.35%	₹98.9 L	L1	Admitted-Finance
2	SHAN CONSTRUCTION AND BUILDERS PRIVATE LIMITED L2₹1.0 Cr+₹1.3 L (1.36%)Admitted-Finance	+1.01%	₹1.0 Cr+₹1.3 L (1.36%)	L2	Admitted-Finance
3	Mohd. Ashraf Zargar L3₹1.0 Cr+₹1.5 L (1.57%)Admitted-Finance	+1.21%	₹1.0 Cr+₹1.5 L (1.57%)	L3	Admitted-Finance
4	abdul karim wani Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Others-Mismatch in the signature of the bidder on the uploaded tender documents with the signature appearing on the PAN Card.
5	modi construction company Not Admitted-Fee/PreQual/Technical 38 HATHROL KILE KE NICHE AJMER ROAD WARD 26 JAIPUR PIN 302006 JAIPUR WEST INDIA \| JAIPUR \| RAJASTHAN \| 302006	-	-	-	Not Admitted-Fee/PreQual/Technical Others-Bidder Not mention in Try. Challan Tender ID & NIT No.

Tender Value

₹99.2 L

EMD Value

₹2.0 L

Closing Date

30 Oct 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Er Ranjit singh

Address

OFFICE OF THE XEN PWD RNB DIVISION RAMBAN

Work Description

BOQ

Tender Information

Tender ID

2026_PWDJK_329347_1

Reference Number

E-NIT NO 71 Of 2026-27 Dated 24-10-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

Sansr

Source Website

Subscribe to view

Eligibility / Pre-Qualification

NIT

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Treasury Challan, earnest money and all documents as per NIT/SBD conditions. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

XEN PWD RNB DIVISION RAMBAN

EMD Fee Amount

₹2.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Oct 2026

Published

24 Oct 2026

Bid Opening

31 Oct 2026

Download Starts

25 Oct 2026

Download Ends

30 Oct 2026

Submission Starts

25 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
1.1	All kinds of soil @80%	83.16	Cum	256.85	₹21,359.65
1.2	Ordinary Rock @20%	20.79	Cum	493.5	₹10,259.87
2	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:1 meter from cutting edge. All kinds of soil :	126.84	Cum	479.3	₹60,794.41
3	Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.	172.8	Cum	3,093.3	₹5,34,522.24
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
4.1	1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size	9.68	Cum	4,826.5	₹46,720.52
4.2	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	60.57	Cum	5,733.6	₹3,47,284.15
4.3	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	207.51	Cum	6,591.25	₹13,67,750.29
4.4	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)	336.38	Cum	6,540.45	₹22,00,076.57

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

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.52 MB

Work Item Documents

BOQ_1116096.xls

BOQ • 0.25 MB

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Company

M/S MIR CONSTRUCTION COMPANY

L1₹98.9 LAdmitted-Finance

09 PANZGAM TANGDAR ROAD CHOWKIBAL KUPWARA JAMMU KASHMIR 193224 | KUPWARA | JAMMU AND KASHMIR | 193224

SHAN CONSTRUCTION AND BUILDERS PRIVATE LIMITED

L2₹1.0 Cr+₹1.3 L (1.36%)Admitted-Finance

Mohd. Ashraf Zargar

L3₹1.0 Cr+₹1.5 L (1.57%)Admitted-Finance

abdul karim wani

Not Admitted-Fee/PreQual/Technical

modi construction company

Not Admitted-Fee/PreQual/Technical

38 HATHROL KILE KE NICHE AJMER ROAD WARD 26 JAIPUR PIN 302006 JAIPUR WEST INDIA | JAIPUR | RAJASTHAN | 302006

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
1.1	All kinds of soil @80%	83.16	Cum	256.85	₹21,359.65
1.2	Ordinary Rock @20%	20.79	Cum	493.5	₹10,259.87
2	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:1 meter from cutting edge. All kinds of soil :	126.84	Cum	479.3	₹60,794.41
3	Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.	172.8	Cum	3,093.3	₹5,34,522.24
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
4.1	1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size	9.68	Cum	4,826.5	₹46,720.52
4.2	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	60.57	Cum	5,733.6	₹3,47,284.15
4.3	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	207.51	Cum	6,591.25	₹13,67,750.29
4.4	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)	336.38	Cum	6,540.45	₹22,00,076.57

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

1.1

All kinds of soil @80%

83.16

Cum

256.85

₹21,359.65

1.2

Ordinary Rock @20%

20.79

Cum

493.5

₹10,259.87

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:1 meter from cutting edge. All kinds of soil :

126.84

Cum

479.3

₹60,794.41

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.

172.8

Cum

3,093.3

₹5,34,522.24

4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:

4.1

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size

9.68

Cum

4,826.5

₹46,720.52

4.2

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

60.57

Cum

5,733.6

₹3,47,284.15

4.3

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

207.51

Cum

6,591.25

₹13,67,750.29

4.4

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

336.38

Cum

6,540.45

₹22,00,076.57