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NieT3(IX)/EE/MED/GTA/2026-27

Gorkhaland Territorial Administration

Mirik | Darjeeling, West Bengal

Amount: ₹9.6 LCloses: 5 Oct 2026

Timeline

Published21 Sept 2026
Closes5 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹9.6 L

EMD Value

₹19,262

Closing Date

5 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

OFFICE OF THE EXECUTIVE ENGINEER, MIRIK ENGINEERING DIVISION KRISHNA NAGAR, MIRIK-734214

Work Description

Recovery and reconstruction of Culvert at Namsu Dewrali Road

Tender Information

Tender ID

2026_GTA_5073831_9

Reference Number

NieT03/EE/MED/GTA/2026-27

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

180 days

Location

Mirik

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As Per NieT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredNieT (.pdf)

RequiredGTA FORM (.pdf)

RequiredRTGS (.pdf)

RequiredOID (.rar)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹19,262

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

21 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

21 Sept 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring.	98.13	m3	114	₹11,186.82
2	Excavation in odinary rock using manual means including removal of spoila within all lifts and lead upto 50 m	43.04	m3	444	₹19,109.76
3	Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .	14.77	m3	5,309	₹78,413.93
4	Filling properly the empty sausage creates of 150mmx150mm mesh sizeof 8 SWG with boulders of any size & shape with hand packing after preparation of bed for placement, placing the crate in position,launching the crate in position if necessary , including cost and carriage of all material to work site and other necessary charges all complete.	18.72	m3	2,168.55	₹40,595.26
5	Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .	65.28	m2	6,032	₹3,93,768.96
6	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.	2.94	M.T.	61,093	₹1,79,491.23
7	Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction.	79.5	m3	214	₹17,013
8	Where staging is not required.	164	m2	354	₹58,056
9	Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.	2.41	m2	161	₹388.01
10	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.	4.48	m3	2,250.82	₹10,083.67

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 • 1.52 MB

Tendernotice_2.pdf

PDF • 1.32 MB

Work Item Documents

GTAFORM.pdf

Tender Documents • 1.30 MB

BOQ_5158869.xls

BOQ • 0.41 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring.

98.13

114

₹11,186.82

Excavation in odinary rock using manual means including removal of spoila within all lifts and lead upto 50 m

43.04

444

₹19,109.76

Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .

14.77

5,309

₹78,413.93

Filling properly the empty sausage creates of 150mmx150mm mesh sizeof 8 SWG with boulders of any size & shape with hand packing after preparation of bed for placement, placing the crate in position,launching the crate in position if necessary , including cost and carriage of all material to work site and other necessary charges all complete.

18.72

2,168.55

₹40,595.26

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .

65.28

6,032

₹3,93,768.96

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.

2.94

M.T.

61,093

₹1,79,491.23

Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction.

79.5

214

₹17,013

Where staging is not required.

164

354

₹58,056

Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.

2.41

161

₹388.01

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

4.48

2,250.82

₹10,083.67