J&K

Financial BO

Works

Civil Works

Construction of lanes, drains, Retaining walls, Trash guards etc. Vis a vis Repairment of Existing lanes/drains within limits of Municipal Council Pulwama.

Public Works Department

Pulwama, Jammu And Kashmir

Amount: ₹3.7 CrCloses: 10 Mar 2026Closed

Timeline

Published11 Feb 2026
Closed10 Mar 2026
Technical Evaluation24 Mar 2026
Financial Evaluation27 Mar 2026
Award—

Bids

Percentage

4 Bids27 Mar 2026

#	Company	Quoted %	Amount	Rank	Status
1	WANI INFRATECH PRIVATE LIMITED L1₹2.3 CrAdmitted-Finance	-27.77%	₹2.3 Cr	L1	Admitted-Finance
2	MOHD MAQBOOL DAR L2₹2.4 Cr+₹13.1 L (5.70%)Admitted-Finance	-23.65%	₹2.4 Cr+₹13.1 L (5.70%)	L2	Admitted-Finance
3	M/S MALIK BUILDERS L3₹3.2 Cr+₹86.4 L (37.7%)Admitted-Finance	-0.55%	₹3.2 Cr+₹86.4 L (37.7%)	L3	Admitted-Finance
4	RIYAZ AHMAD MALIK L4₹3.2 Cr+₹87.1 L (38.0%)Admitted-Finance	-0.33%	₹3.2 Cr+₹87.1 L (38.0%)	L4	Admitted-Finance

Tender Value

₹3.7 Cr

EMD Value

₹7.5 L

Closing Date

10 Mar 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer RNB Division Pulwama

Address

Executive Engineer RNB Division Pulwama

Work Description

Construction of lanes, drains, Retaining walls, Trash guards etc. Vis a vis Repairment of Existing lanes/drains within limits of Municipal Council Pulwama.

Tender Information

Tender ID

2026_PWDJK_302904_1

Reference Number

144/EEP/ RnB/2025-26/11210-20 dt.11.02.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

545 days

Location

Pulwama

Source Website

Subscribe to view

Eligibility / Pre-Qualification

as per nit /sbd

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredScan copy of tender document Fee in shape of valid treasury receipt under major head 0059 revenue DT (.pdf)

RequiredScanned copy of Legal Status/registration card with renewal (.pdf)

RequiredScanned copy of PAN CARD and GST NO. with latest GST Return (.pdf)

RequiredScanned copy of Contact No and E-mail. (.pdf)

RequiredScanned copy of bid capacity as per NIT/SBD if Applicable (.pdf)

RequiredScanned copy of details of existing commitments and ongoing works as per NIT/SBD if Applicable (.pdf)

RequiredScanned copy of litigation history if any if Applicable if Applicable (.pdf)

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

RequiredScanned copy of availability of technical staff as per NIT/SBD if Applicable (.pdf)

RequiredScanned copy of authority to seek reference from Bidders Bankers as per NIT/SBD if Applicable (.pdf)

RequiredScanned copy of other documents required as per NIT/SBD if Applicable (.pdf)

RequiredScanned copy of financial turnover of Civil Engineering Works as per NIT/SBD if Applicable (.pdf)

RequiredScanned copy of availability of machinery and equipments as per NIT/SBD if Applicable (.pdf)

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

RequiredScanned copy of affidavit and undertakings as per NIT/SBD if Applicable (.pdf)

Finance

RequiredBill of quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,500

Tender Fee Payable To

Executive Engineer RNB Division Pulwama

EMD Fee Amount

₹7.5 L

Pre-Bid Meeting

Meeting Place

superintending Engineer RNB Circle Pulwama

Important Dates

Last Activity

27 Mar 2026

Published

11 Feb 2026

Bid Opening

11 Mar 2026

Download Starts

13 Feb 2026

Download Ends

10 Mar 2026

Submission Starts

13 Feb 2026

Pre-Bid Meeting

15 Feb 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 (48 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.	-	sqm	1	-
2	Earth 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: All kinds of soil :	-	Cum	1	-
3	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	1	Cum	1	₹1
4	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:All kinds of soil :	1	cum	0.6	₹0.6
5	Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.	-	cum	0.8	-
6	Providing 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: 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)	1	Cum	0.6	₹0.6
7	Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size	-	cum	0.6	-
8	Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size	1	Cum	1	₹1
9	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.	-	sqm	0.4	-
10	Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. allcomplete as per direction of Engineer-in-charge	1	sqm	0.4	₹0.4

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

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 • 1.71 MB

Tendernotice_2.pdf

PDF • 1.76 MB

Tendernotice_3.pdf

PDF • 2.38 MB

Work Item Documents

BOQ_983072.xls

BOQ • 0.35 MB

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Company

WANI INFRATECH PRIVATE LIMITED

L1₹2.3 CrAdmitted-Finance

MOHD MAQBOOL DAR

L2₹2.4 Cr+₹13.1 L (5.70%)Admitted-Finance

M/S MALIK BUILDERS

L3₹3.2 Cr+₹86.4 L (37.7%)Admitted-Finance

RIYAZ AHMAD MALIK

L4₹3.2 Cr+₹87.1 L (38.0%)Admitted-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

sqm

Earth 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: All kinds of soil :

Cum

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

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:All kinds of soil :

cum

0.6

₹0.6

Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.

cum

0.8

Providing 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: 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Cum

0.6

₹0.6

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size

cum

0.6

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size

Cum

₹1

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

sqm

0.4

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. allcomplete as per direction of Engineer-in-charge

sqm

0.4

₹0.4