J&K

Financial BO

Works

Civil Works

Construction of approach road from District Hospital shopian to NH444.

Public Works Department

Shopian, Jammu And Kashmir

Amount: ₹5.7 CrCloses: 20 Aug 202618 Aug 2026Closed

Timeline

Published7 Aug 2026
Closed20 Aug 2026
Technical Evaluation27 Aug 2026
Financial Evaluation31 Aug 2026
Award—

Bids

Percentage

8 Bids31 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	MOHD MAQBOOL DAR L1₹3.5 CrAdmitted-Finance	-28.75%	₹3.5 Cr	L1	Admitted-Finance
2	NUMAAN HI TECH PRIVATE LIMITED L2₹3.5 Cr+₹97,067.17 (0.28%)Admitted-Finance	-28.55%	₹3.5 Cr+₹97,067.17 (0.28%)	L2	Admitted-Finance
3	WALI MOHD KUCHAY L3₹3.6 Cr+₹17.7 L (5.11%)Admitted-Finance	-25.11%	₹3.6 Cr+₹17.7 L (5.11%)	L3	Admitted-Finance
4	NAZIR AHMAD WANI L4₹3.9 Cr+₹46.9 L (13.6%)Admitted-Finance	-19.09%	₹3.9 Cr+₹46.9 L (13.6%)	L4	Admitted-Finance
5	KHURSHEED BUILDCON PRIVATE LIMITED L5₹4.3 Cr+₹83.7 L (24.2%)Admitted-Finance	-11.51%	₹4.3 Cr+₹83.7 L (24.2%)	L5	Admitted-Finance

Corrigenda

Corrigendum

2 updatesLatest on 18 Aug 2026Submission Ends:18 Aug 202620 Aug 2026

Date changes

Download Ends18 Aug 202620 Aug 2026Submission Ends18 Aug 202620 Aug 2026Bid Opening19 Aug 202621 Aug 2026

Tender Value

₹5.7 Cr

EMD Value

₹11.5 L

Closing Date

20 Aug 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Ex. Engineer R and B Division Shopian

Address

Shopian

Work Description

Construction of approach road from District Hospital shopian to NH444.

Tender Information

Tender ID

2026_PWDJK_320008_1

Reference Number

39/4235-45/RnB/SPN/e-tender of 07-08-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

540 days

Location

Shopian

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Legal Status/registration card with Latest renewal as per NIT/SBD (.pdf)

Requiredcopy of tender doc. fee in shape of Treasury challan/DD and EMD as per NIT/SBD (.pdf)

RequiredScan.copy of PAN CARD, GST certificate with latest GST Return GST-3/GSTR-3B as per NIT/SBD (.pdf)

RequiredScanned copy of experience certificate and similar nature of work as per NIT/SBD (.pdf)

RequiredScanned copy of financial turn over of civil Engineering works as per NIT/SBD (.pdf)

RequiredScanned copy of access to line of credit as per NIT/SBD (.pdf)

Requiredscanned copy of availability of machinery, equipments, Technical Staff as per NIT/SBD (.pdf)

Requiredscanned copy of affidavits and undertakings as per NIT/SBD (.pdf)

RequiredScan. copy of bid capacity, detail of existing commitments and ongoing works as per NIT/SBD (.pdf)

RequiredScanned copy of proposed programme (Bar chart), litigation history if any as per NIT/SBD (.pdf)

RequiredScan.of authority to seek reference from Bidders Bankers, audited Balance Sheet for last five years (.pdf)

RequiredCertificate from Concerned C.E/S.E for Enlistment of registration card as per NIT /SBD (.pdf)

RequiredIntegrity Agreement as per NIT /SBD (.pdf)

RequiredAny other document as per NIT/SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,500

Tender Fee Payable To

Bearing No 0470010200000099

EMD Fee Amount

₹11.5 L

Pre-Bid Meeting

Meeting Place

Superintending Engineer PWD (RnB) Circle Pulwama/S

Important Dates

Last Activity

31 Aug 2026

Published

7 Aug 2026

Bid Opening

21 Aug 2026

Download Starts

8 Aug 2026

Download Ends

20 Aug 2026

Submission Starts

8 Aug 2026

Pre-Bid Meeting

10 Aug 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 (28 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.01	Felling trees of the girth Beyond 30 cm girth upto and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge	-	Nos	0.6	-
1.02	Felling trees of the girth Beyond 60 cm girth upto and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge	-	Nos	1	-
1.03	Felling trees of the girth Beyond 120 cm girth upto and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge	-	Nos	1	-
1.04	Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure NP-4 class (Medium duty) R.C.C. plpes, 600 mm dia. R.C.C. pipe	-	RM	0.6	-
1.05	Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :	-	Cum	1	-
1.06	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.	-	Cum	0.8	-
1.07	Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.	1	Sqm	0.6	₹0.6
1.08	Supplying, laying of RBM of specified grading, including sorting, spreading to template, watering and consolidation to required gradient and chmaber with 80-100KN road roller including all leads, lifts, loading, unloading carriage of all materials Complete	1	Cum	0.8	₹0.8
1.09	supplying and stacking, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) including all leads, lifts, loading, unloading carriage of all materials Complete	-	Cum	0.4	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.36 MB

Tendernotice_2.pdf

PDF • 1.36 MB

Work Item Documents

BOQ_1061989.xls

BOQ • 0.29 MB

Corrigendum Documents

extension_A.pdf

PDF • 0.90 MB

Corrigendum.pdf

PDF • 0.83 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

MOHD MAQBOOL DAR

L1₹3.5 CrAdmitted-Finance

NUMAAN HI TECH PRIVATE LIMITED

L2₹3.5 Cr+₹97,067.17 (0.28%)Admitted-Finance

WALI MOHD KUCHAY

L3₹3.6 Cr+₹17.7 L (5.11%)Admitted-Finance

NAZIR AHMAD WANI

L4₹3.9 Cr+₹46.9 L (13.6%)Admitted-Finance

KHURSHEED BUILDCON PRIVATE LIMITED

L5₹4.3 Cr+₹83.7 L (24.2%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.01	Felling trees of the girth Beyond 30 cm girth upto and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge	-	Nos	0.6	-
1.02	Felling trees of the girth Beyond 60 cm girth upto and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge	-	Nos	1	-
1.03	Felling trees of the girth Beyond 120 cm girth upto and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge	-	Nos	1	-
1.04	Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure NP-4 class (Medium duty) R.C.C. plpes, 600 mm dia. R.C.C. pipe	-	RM	0.6	-
1.05	Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :	-	Cum	1	-
1.06	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.	-	Cum	0.8	-
1.07	Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.	1	Sqm	0.6	₹0.6
1.08	Supplying, laying of RBM of specified grading, including sorting, spreading to template, watering and consolidation to required gradient and chmaber with 80-100KN road roller including all leads, lifts, loading, unloading carriage of all materials Complete	1	Cum	0.8	₹0.8
1.09	supplying and stacking, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) including all leads, lifts, loading, unloading carriage of all materials Complete	-	Cum	0.4	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.01

Felling trees of the girth Beyond 30 cm girth upto and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge

Nos

0.6

1.02

Felling trees of the girth Beyond 60 cm girth upto and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge

Nos

1.03

Felling trees of the girth Beyond 120 cm girth upto and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge

Nos

1.04

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure NP-4 class (Medium duty) R.C.C. plpes, 600 mm dia. R.C.C. pipe

0.6

1.05

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Cum

1.06

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Cum

0.8

1.07

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Sqm

0.6

₹0.6

1.08

Supplying, laying of RBM of specified grading, including sorting, spreading to template, watering and consolidation to required gradient and chmaber with 80-100KN road roller including all leads, lifts, loading, unloading carriage of all materials Complete

Cum

0.8

₹0.8

1.09

supplying and stacking, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) including all leads, lifts, loading, unloading carriage of all materials Complete

Cum

0.4