West Bengal

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CIVIL WORKS

(18)03/WBMAD/SMC/PW/26-27

MUNICIPAL AFFAIRS DEPARTMENT

Siliguri | Jalpaiguri, West Bengal

Amount: ₹50.0 LCloses: 5 Oct 202626 Sept 20265d left

Timeline

Published9 Sept 2026
Closes5 Oct 202626 Sept 2026
Bid Opening8 Oct 202630 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 29 Sept 2026Submission Ends:26 Sept 20265 Oct 2026

Date changes

Download Ends26 Sept 20265 Oct 2026Submission Ends26 Sept 20265 Oct 2026Bid Opening30 Sept 20268 Oct 2026

Tender Value

₹50.0 L

EMD Value

₹99,992

Closing Date

5 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Commissioner SMC

Address

Baghajatin road, Collegepara, Siliguri

Work Description

Construction of Bituminous Road and both side drain s/f 1) Bardwan road to Siddi vatik road house, 2) s/f Global Pharmacy to border of ward 4 and 5, 3) s/f ward 4 and5 bordar to Ritesh House, 4) s/f Bardwan road to J D Agarwal Land at W.No.05

Tender Information

Tender ID

2026_MAD_1040827_18

Reference Number

03/WBMAD/SMC/PW/2026-2027

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

270 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

₹99,992

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

9 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

9 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

9 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing, 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).
1.01	By Manual Means Grading-2 (Table 400-9)	-	-	-	-
1.011	Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate)	167.63	Cu.M	2,698.06	₹4,52,262.31
2Providing 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).
2.01	With Continuous Type HMP (60-90 TPH) for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm	111.75	Cu.M	11,901.49	₹13,29,991.51
3Providing 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).
3.01	ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm.	2,235	Sq.M	26.58	₹59,406.3
4Providing and laying mastic asphalt by mechanical means done in a centralised batching plant with appropriate built- in pollution control units with specified aggregates and lime stone powder (with Calcium Carbonate content not less than 80%) and approved grade of industrial grade bitumen as per approved design mix, transporting the hot mastic ashphalt to the worksite by thermocontainer with the arrangement of maintaing specified temperature during transport,laying with a paver finisher for spreading and floating the plastic mix uniformly on the surface to the specified width and thickness at correct grade and camber through its heated, distortion free steel float and turning sword distributors, applying uniform size of bitumen coated stonechips at a specified rate, on the laid surface through a power driven chip spreader as per the procedure laid down in Annexure - II of IRC : 107 (2013) all complete as per clause 516 along with IRC : 107 for materials and design mix etc.
4.01	25 mm Thick Mastic Asphalt	2,235	Sq.M	942.7	₹21,06,934.5
5Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700& 2200).

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 • 7.44 MB

Work Item Documents

BOQ_2556176.xls

BOQ • 0.27 MB

Corrigendum Documents

datecorrigendum.pdf

PDF • 0.36 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing, 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).
1.01	By Manual Means Grading-2 (Table 400-9)	-	-	-	-
1.011	Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate)	167.63	Cu.M	2,698.06	₹4,52,262.31
2Providing 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).
2.01	With Continuous Type HMP (60-90 TPH) for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm	111.75	Cu.M	11,901.49	₹13,29,991.51
3Providing 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).
3.01	ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm.	2,235	Sq.M	26.58	₹59,406.3
4Providing and laying mastic asphalt by mechanical means done in a centralised batching plant with appropriate built- in pollution control units with specified aggregates and lime stone powder (with Calcium Carbonate content not less than 80%) and approved grade of industrial grade bitumen as per approved design mix, transporting the hot mastic ashphalt to the worksite by thermocontainer with the arrangement of maintaing specified temperature during transport,laying with a paver finisher for spreading and floating the plastic mix uniformly on the surface to the specified width and thickness at correct grade and camber through its heated, distortion free steel float and turning sword distributors, applying uniform size of bitumen coated stonechips at a specified rate, on the laid surface through a power driven chip spreader as per the procedure laid down in Annexure - II of IRC : 107 (2013) all complete as per clause 516 along with IRC : 107 for materials and design mix etc.
4.01	25 mm Thick Mastic Asphalt	2,235	Sq.M	942.7	₹21,06,934.5
5Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700& 2200).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing, 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).

1.01

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

1.011

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

167.63

Cu.M

2,698.06

₹4,52,262.31

2Providing 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).

2.01

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

111.75

Cu.M

11,901.49

₹13,29,991.51

3Providing 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).

3.01

ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm.

2,235

Sq.M

26.58

₹59,406.3

4Providing and laying mastic asphalt by mechanical means done in a centralised batching plant with appropriate built- in pollution control units with specified aggregates and lime stone powder (with Calcium Carbonate content not less than 80%) and approved grade of industrial grade bitumen as per approved design mix, transporting the hot mastic ashphalt to the worksite by thermocontainer with the arrangement of maintaing specified temperature during transport,laying with a paver finisher for spreading and floating the plastic mix uniformly on the surface to the specified width and thickness at correct grade and camber through its heated, distortion free steel float and turning sword distributors, applying uniform size of bitumen coated stonechips at a specified rate, on the laid surface through a power driven chip spreader as per the procedure laid down in Annexure - II of IRC : 107 (2013) all complete as per clause 516 along with IRC : 107 for materials and design mix etc.

4.01

25 mm Thick Mastic Asphalt

2,235

Sq.M

942.7

₹21,06,934.5

5Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700& 2200).