West Bengal

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CIVIL WORKS

(03)06/WBMAD/SMC/PW/26-27

MUNICIPAL AFFAIRS DEPARTMENT

Siliguri | Jalpaiguri, West Bengal

Amount: ₹48.5 LCloses: 30 Sept 2026Due tomorrow

Timeline

Published14 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹48.5 L

EMD Value

₹96,901

Closing Date

30 Sept 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Commissioner SMC

Address

Baghajatin road, Collegepara, Siliguri

Work Description

Dismantling and reconstruction of 1) c.c.road and drain st.fr pintu bose to bablu roy house, 2) drain st.fr. Swapan saha to tulip house, 3) drain st.fr tapan roy to swapan roy house, 4) repairing of bituminous road shaktigarh road no.5,..W-31

Tender Information

Tender ID

2026_MAD_1041736_3

Reference Number

06/WBMAD/SMC/PW/2026-2027

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

180 days

Location

Siliguri

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/Technical

RequiredNIT and FORM 2911 (.pdf)

RequiredFEE DETAILS (.pdf)

RequiredFORMS and OTHER IMPORTANT DOCUMENTS (.pdf)

RequiredCORRIGENDUM IF ANY (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹96,901

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Sept 2026

Published

14 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

14 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

14 Sept 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumpsandotherdeleteriousmatter, dressing of sides and bottom and backfilling with approved material (ReferencetoMORT&H's specification 304). 1.Cost of dewatering may beadded where required upto10 percent of costof labour i.e.₹12.10/-percum. Assessment for dewatering shall be made as per site conditions. 2.The excavated earth can be used partially for back filling of foundation pitandpartly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 1 excluding marshy soil. 3. The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost ofexcavation for open foundation
1.01	Ordinary soil,By Mechanical Means Depth upto 3 m	46.4	Cu.M	151.66	₹7,037.02
2Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)
2.01	By Manual Means	529.3	Sq.M	501.42	₹2,65,401.61
3Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).
3.01	By Manual Means Grading-2 (Table 400-9)	-	-	-	-
3.02	Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate)	155.59	Cu.M	2,698.06	₹4,19,791.16
4Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504).
4.02	With Continuous Type HMP (60-90 TPH) for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm	170.38	Cu.M	11,901.49	₹20,27,775.87
5Providing and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 5.34 MB

Work Item Documents

BOQ_2557562.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumpsandotherdeleteriousmatter, dressing of sides and bottom and backfilling with approved material (ReferencetoMORT&H's specification 304). 1.Cost of dewatering may beadded where required upto10 percent of costof labour i.e.₹12.10/-percum. Assessment for dewatering shall be made as per site conditions. 2.The excavated earth can be used partially for back filling of foundation pitandpartly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 1 excluding marshy soil. 3. The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost ofexcavation for open foundation
1.01	Ordinary soil,By Mechanical Means Depth upto 3 m	46.4	Cu.M	151.66	₹7,037.02
2Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)
2.01	By Manual Means	529.3	Sq.M	501.42	₹2,65,401.61
3Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).
3.01	By Manual Means Grading-2 (Table 400-9)	-	-	-	-
3.02	Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate)	155.59	Cu.M	2,698.06	₹4,19,791.16
4Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504).
4.02	With Continuous Type HMP (60-90 TPH) for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm	170.38	Cu.M	11,901.49	₹20,27,775.87
5Providing and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumpsandotherdeleteriousmatter, dressing of sides and bottom and backfilling with approved material (ReferencetoMORT&H's specification 304). 1.Cost of dewatering may beadded where required upto10 percent of costof labour i.e.₹12.10/-percum. Assessment for dewatering shall be made as per site conditions. 2.The excavated earth can be used partially for back filling of foundation pitandpartly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 1 excluding marshy soil. 3. The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost ofexcavation for open foundation

1.01

Ordinary soil,By Mechanical Means Depth upto 3 m

46.4

Cu.M

151.66

₹7,037.02

2Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)

2.01

By Manual Means

529.3

Sq.M

501.42

₹2,65,401.61

3Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).

3.01

By Manual Means Grading-2 (Table 400-9)

3.02

Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate)

155.59

Cu.M

2,698.06

₹4,19,791.16

4Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504).

4.02

With Continuous Type HMP (60-90 TPH) for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm

170.38

Cu.M

11,901.49

₹20,27,775.87

5Providing and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).