Tripura

Financial BO

Works

Civil Works

FDR work of various roads under PWD RandB PadmabilSubdivision under Padmabil R. D. Block 24 Ramchandraghat constituency during the year FY 2026 27 SH Stripping of execss soil surface drains excavation in cutting brick soling single bamboo palasi

Chief Engineer, PWD (R and B)

Khowai, Tripura

Amount: ₹19.8 LCloses: 21 May 2026Closed

Timeline

Published14 May 2026
Closed21 May 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids25 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	PARTHA DEBBARMA L1₹19.8 LAdmitted-Fee/PreQual/Technical/Finance DAKSHIN PADMABIL KHOWAI \| KHOWAI \| KHOWAI \| TRIPURA	-0.10%	₹19.8 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	DIBENDU DEBBARMA L2₹20.2 L+₹41,554.48 (2.10%)Admitted-Fee/PreQual/Technical/Finance	+2.00%	₹20.2 L+₹41,554.48 (2.10%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹19.8 L

EMD Value

₹39,576

Closing Date

21 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

The Executive Engineer PWD Khowai Division

Address

O/o The Executive Engineer PWD Khowai Division

Work Description

FDR work of various roads under PWD RandB PadmabilSubdivision under Padmabil R. D. Block 24 Ramchandraghat constituency during the year FY 2026 27 SH Stripping of execss soil surface drains excavation in cutting brick soling single bamboo palasi

Tender Information

Tender ID

2026_CEPWD_72871_1

Reference Number

03/EE/PWD/RandB/KHW/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

khowai

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredAll Appendix (.pdf)

RequiredAll Annexure (.pdf)

RequiredTripura PWD Form 7 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹39,576

Important Dates

Last Activity

25 May 2026

Published

14 May 2026

Bid Opening

21 May 2026

Download Starts

14 May 2026

Download Ends

21 May 2026

Submission Starts

16 May 2026

Clarification Period

14 May 2026 - 16 May 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.01	2) Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.	-	Sqm	19.1	-
1.02	Surface Drains Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means	2,000	Mtr	114.6	₹2,29,200
1.03	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.	-	Cum	214.8	-
1.04	Brick soling i) Brick on edge soling Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412	0.2	Sqm	991.7	₹198.34
1.05	Brick soling ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.	1	Sqm	579.1	₹578.52
1.06	iv) Brick edging laid length wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross- section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.	-	Mtr	86.1	-
1.07	Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and MoRD technical specification Clause 1301(rate includes preparation of bed, nominal surface re- inforcement and filling of granular material in recesses between blocks).	1	Cum	10,483.9	₹10,473.42
1.08	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.	1	Cum	245.4	₹245.15
1.09	Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.	3,500	Nos	45.5	₹1,59,250

Stage Documents

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Bid Opening Summary

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NIT Documents

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Work Item Documents

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BOQ • 0.29 MB

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Company

PARTHA DEBBARMA

L1₹19.8 LAdmitted-Fee/PreQual/Technical/Finance

DAKSHIN PADMABIL KHOWAI | KHOWAI | KHOWAI | TRIPURA

DIBENDU DEBBARMA

L2₹20.2 L+₹41,554.48 (2.10%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.01	2) Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.	-	Sqm	19.1	-
1.02	Surface Drains Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means	2,000	Mtr	114.6	₹2,29,200
1.03	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.	-	Cum	214.8	-
1.04	Brick soling i) Brick on edge soling Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412	0.2	Sqm	991.7	₹198.34
1.05	Brick soling ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.	1	Sqm	579.1	₹578.52
1.06	iv) Brick edging laid length wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross- section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.	-	Mtr	86.1	-
1.07	Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and MoRD technical specification Clause 1301(rate includes preparation of bed, nominal surface re- inforcement and filling of granular material in recesses between blocks).	1	Cum	10,483.9	₹10,473.42
1.08	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.	1	Cum	245.4	₹245.15
1.09	Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.	3,500	Nos	45.5	₹1,59,250

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Work

1.01

2) Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.

Sqm

19.1

1.02

Surface Drains Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means

2,000

Mtr

114.6

₹2,29,200

1.03

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.

Cum

214.8

1.04

Brick soling i) Brick on edge soling Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412

0.2

Sqm

991.7

₹198.34

1.05

Brick soling ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

Sqm

579.1

₹578.52

1.06

iv) Brick edging laid length wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross- section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

Mtr

86.1

1.07

Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and MoRD technical specification Clause 1301(rate includes preparation of bed, nominal surface re- inforcement and filling of granular material in recesses between blocks).

Cum

10,483.9

₹10,473.42

1.08

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

Cum

245.4

₹245.15

1.09

Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.

3,500

Nos

45.5

₹1,59,250