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Composite Works

Laying of Paver Block at GB Road, ITI Road and Thakurpally Road Under SASCI Scheme

Agartala Smart City Ltd. (Urban Development Dept)

Agartala | West Tripura, Tripura

Amount: ₹2.3 CrCloses: 8 Oct 2026

Timeline

Published24 Sept 2026
Pre-Bid Meeting30 Sept 2026
Submission Opens30 Sept 2026
Closes8 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹2.3 Cr

EMD Value

₹4.6 L

Closing Date

8 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Chief Executive Officer

Address

1st Floor UD Bhawan Sakuntala Road, Agartala

Work Description

Laying of Paver Block at GB Road, ITI Road and Thakurpally Road Under SASCI Scheme Including Defects Liability Period of Eighteen months.

Tender Information

Tender ID

2026_CEO_77166_1

Reference Number

ASCL /RFP /2026 / 88

Tender Type

Open Tender

Product Category

Composite Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Agartala

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredUpload BoQ (.xls)

RequiredUpload dNIeT (.pdf)

RequiredUpload Ann I, POA, Appen I, II, Reg Docs, Lab License (.pdf)

RequiredUpload Stmt I, II, IV, V, VI, VII (.pdf)

RequiredUpload Fin 1, 2 (.pdf)

RequiredUpload Exp1 (.pdf)

RequiredUpload Ann II, III, VI, Copy of GST, TAX, PAN, Corrigendum, if any, any other documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹4.6 L

Pre-Bid Meeting

Meeting Place

1st Floor UD Bhawan Sakuntala Road, Agartala

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

24 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

30 Sept 2026

Clarification Period

24 Sept 2026 - 30 Sept 2026

Pre-Bid Meeting

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SITE CLEARING
1.01	Clearing Grass and Removal of Rubbish upto a distance of 30M outside the periphery of the area as per the MoRT&H technical specification clause 201.	0.62	Hect.	28,638.7	₹17,755.99
1.02	Dismantling of Flexible Pavements & Road Shoulders Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202 I. Manual Means B. Granular Layer	15	cum	696	₹10,440
2CARRAIGE OF MATERIALS FROM DISMANTLING OF CHAMBERS, KERBSTONE, FLEXIBLE PAVEMENT & REMOVAL OF SLAB COVERS
2.01	Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m	284.67	cum	121	₹34,445.07
2.02	Haulage excluding loading and unloading Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking.	7,741	t.km	4.2	₹32,512.2
2.03	Excavation in soil using hydralic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cu m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300	1,344	cum	58.1	₹78,086.4
2.04	Excavation in Cutting in soil by manual means with lead upto 50 m Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.	576	cum	214.8	₹1,23,724.8
3CARRIAGEWAY OVERLAY LAYERS
3.01	Subgrade Construction of Subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORT&H technical specification clause of section 300.	150	cum	225.9	₹33,885

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 • 0.39 MB

Work Item Documents

dNITpavergb.pdf

Tender Documents • 11.29 MB

BOQ_78547.xls

BOQ • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SITE CLEARING
1.01	Clearing Grass and Removal of Rubbish upto a distance of 30M outside the periphery of the area as per the MoRT&H technical specification clause 201.	0.62	Hect.	28,638.7	₹17,755.99
1.02	Dismantling of Flexible Pavements & Road Shoulders Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202 I. Manual Means B. Granular Layer	15	cum	696	₹10,440
2CARRAIGE OF MATERIALS FROM DISMANTLING OF CHAMBERS, KERBSTONE, FLEXIBLE PAVEMENT & REMOVAL OF SLAB COVERS
2.01	Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m	284.67	cum	121	₹34,445.07
2.02	Haulage excluding loading and unloading Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking.	7,741	t.km	4.2	₹32,512.2
2.03	Excavation in soil using hydralic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cu m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300	1,344	cum	58.1	₹78,086.4
2.04	Excavation in Cutting in soil by manual means with lead upto 50 m Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.	576	cum	214.8	₹1,23,724.8
3CARRIAGEWAY OVERLAY LAYERS
3.01	Subgrade Construction of Subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORT&H technical specification clause of section 300.	150	cum	225.9	₹33,885

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SITE CLEARING

1.01

Clearing Grass and Removal of Rubbish upto a distance of 30M outside the periphery of the area as per the MoRT&H technical specification clause 201.

0.62

Hect.

28,638.7

₹17,755.99

1.02

Dismantling of Flexible Pavements & Road Shoulders Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202 I. Manual Means B. Granular Layer

cum

696

₹10,440

2CARRAIGE OF MATERIALS FROM DISMANTLING OF CHAMBERS, KERBSTONE, FLEXIBLE PAVEMENT & REMOVAL OF SLAB COVERS

2.01

Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m

284.67

cum

121

₹34,445.07

2.02

Haulage excluding loading and unloading Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking.

7,741

t.km

4.2

₹32,512.2

2.03

Excavation in soil using hydralic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cu m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300

1,344

cum

58.1

₹78,086.4

2.04

Excavation in Cutting in soil by manual means with lead upto 50 m Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.

576

cum

214.8

₹1,23,724.8

3CARRIAGEWAY OVERLAY LAYERS

3.01

Subgrade Construction of Subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORT&H technical specification clause of section 300.

150

cum

225.9

₹33,885