Tripura

AOC

Works

Civil Works - Roads

Development of roads from Devipur to Taithung, Devipur road to Puran Lowgang, Takma (Dhunujoy para school ) to Misti chandra Noatia para(L021) via Harinath Para,Sachindra Noatia para - Misti Ch. Noatia para to NH-08 via Khupilong para anKarai Chandra

Chief Engineer, PWD (R and B)

Santirbazar | South Tripura, Tripura

Amount: ₹24.3 LCloses: 6 Jul 2026Closed

Timeline

Published30 Jun 2026
Closed6 Jul 2026
Awarded17 Sept 2026

Bids

Percentage

3 Bids17 Sept 2026

#	Company	Amount	Rank	Status
1	AMARRESH DEBBARMA L1₹23.7 LAccepted-AOC DWS DIVISION JIRANIA RANIRBAZA TRIPURA TR	₹23.7 L	L1	Accepted-AOC Percentage rate have been accepted from competent authority
2	Mrinal kanti Bhowmik L2₹25.0 L+₹1.2 L (5.21%)Rejected-AOC VILL BIRCHANDRA NAGAR PO TAKMACHARRA SANTIRBAZAR SOUTH TRIPURA	₹25.0 L+₹1.2 L (5.21%)	L2	Rejected-AOC Comparatively high percentage rate
3	SIBAPADA SHIL L3₹25.5 L+₹1.7 L (7.25%)Rejected-AOC AMARPUR NAGAR PANCHAYAT AMARPUR GOMATI DISTRICT TRIPURA	₹25.5 L+₹1.7 L (7.25%)	L3	Rejected-AOC Comparatively high percentage rate

Tender Value

₹24.3 L

EMD Value

₹48,507

Closing Date

6 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer,PWD(R and B),Santirbazar Div.

Address

O/o the Executive Engineer,PWD (R and B),Santirbazar Division, South Tripura

Work Description

SH- Flat Brick Soling, Pucca Drains Works and C.C. Blocks etc. during the year 2026-27.

Tender Information

Tender ID

2026_CEPWD_74205_1

Reference Number

06/EE/PWD R and B/STB/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

Santirbazar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of (Appendix-I-II-III-IV) (.pdf)

RequiredScanned copy of Annexure-I-II-III (.pdf)

RequiredScanned copy of Form-7 (.pdf)

RequiredScanned copy of valid labour license (.pdf)

RequiredBill of quantity (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹48,507

Important Dates

Last Activity

17 Sept 2026

Published

30 Jun 2026

Bid Opening

6 Jul 2026

Download Starts

30 Jun 2026

Download Ends

6 Jul 2026

Submission Starts

30 Jun 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 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Removal of Unsuitable Soil with Disposal upto 1000 m. Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.	-	Cum	44.1	-
2	Construction of Embankment with Material Obtained from Roadway Cutting. Construction of Embankment with approved materials deposite datsite from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requiremen to Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5 A For Spreading beyond 100 m	-	Cum	81.1	-
3	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	595.37	₹594.77
4	Brick soling (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.	1	M	88.33	₹88.24
5	Surface Drains in Soil. Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specifie 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. (A) Manual Means.	-	M	114.6	-
6	Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. A. Driven at least 900 mm below ground and 1200 mm above ground on average.	-	M	1,149.4	-
7	Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. B. Driven at least 900 mm below ground and 900 mm above ground on average.	-	M	1,102.5	-
8	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.	-	Nos	45.5	-
9	Road side Pucca Drains. Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). I. In Ordinary Soil	-	Mtr	4,215.23	-
10	Excavation for Structures B. With dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.	1	Cum	459.6	₹459.14

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.85 MB

Work Item Documents

dniet06.pdf

Tender Documents • 2.98 MB

BOQ_75524.xls

BOQ • 0.26 MB

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Company

AMARRESH DEBBARMA

L1₹23.7 LAccepted-AOC

DWS DIVISION JIRANIA RANIRBAZA TRIPURA TR

Mrinal kanti Bhowmik

L2₹25.0 L+₹1.2 L (5.21%)Rejected-AOC

VILL BIRCHANDRA NAGAR PO TAKMACHARRA SANTIRBAZAR SOUTH TRIPURA

SIBAPADA SHIL

L3₹25.5 L+₹1.7 L (7.25%)Rejected-AOC

AMARPUR NAGAR PANCHAYAT AMARPUR GOMATI DISTRICT TRIPURA

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Removal of Unsuitable Soil with Disposal upto 1000 m. Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.

Cum

44.1

Construction of Embankment with Material Obtained from Roadway Cutting. Construction of Embankment with approved materials deposite datsite from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requiremen to Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5 A For Spreading beyond 100 m

Cum

81.1

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

595.37

₹594.77

Brick soling (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.

88.33

₹88.24

Surface Drains in Soil. Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specifie 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. (A) Manual Means.

114.6

Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. A. Driven at least 900 mm below ground and 1200 mm above ground on average.

1,149.4

Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. B. Driven at least 900 mm below ground and 900 mm above ground on average.

1,102.5

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.

Nos

45.5

Road side Pucca Drains. Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). I. In Ordinary Soil

Mtr

4,215.23

Excavation for Structures B. With dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.

Cum

459.6

₹459.14