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Civil Works - Roads

Construction of Approach Road to Tapin Basantpur Washery under Hazaribagh Area

Central Coalfields Limited

KBP, GM UNIT, HAZARIBAGH AREA | Hazaribagh, Jharkhand

Amount: ₹74.2 LCloses: 26 Oct 2026

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Timeline

Published8 Oct 2026
Closes26 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹74.2 L

EMD Value

₹92,900

Closing Date

26 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

STAFF OFFICER, CIVIL, HAZARIBAGH AREA

Address

OFFICE OF THE GENERAL MANAGER, CCL, CHARHI, HAZARIBAGH AREA

Work Description

Construction of Approach Road to Tapin Basantpur Washery under Hazaribagh Area

Tender Information

Tender ID

2026_CCL_366797_1

Reference Number

GM(H)/SO(C)/NIT/2026-27/30 Dated 08-10-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

75 days

Location

KBP, GM UNIT, HAZARIBAGH AREA

Source Website

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Eligibility / Pre-Qualification

AS PER NIT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredWork Experience (Ref. Clause No.8(A) of NIT) (.pdf)

RequiredFinancial Turnover (Ref. Clause No.8(B) of NIT) (.pdf)

RequiredDigital Signature Certificate (DSC) (.pdf)

RequiredUndertaking by bidder on his/her/their Letter Head as per Annexure-III (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹92,900

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

9 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

9 Oct 2026

Clarification Period

9 Oct 2026 - 19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead up to 1000m)	83.4	Cum	66.5	₹5,546.1
1.02	Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)	583.8	Cum	135.1	₹78,871.38
1.03	By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)	417	Cum	2,811.61	₹11,72,441.37
1.04	Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)	271.05	Cum	4,078.14	₹11,05,379.85
1.05	Cement Concrete Pavement (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)	458.7	Cum	8,566.29	₹39,29,357.22
2	Total impact of GST for the purpose of CTC	1	Nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.54 MB

Work Item Documents

BOQ_379732.xls

BOQ • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead up to 1000m)

83.4

Cum

66.5

₹5,546.1

1.02

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

583.8

Cum

135.1

₹78,871.38

1.03

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)

417

Cum

2,811.61

₹11,72,441.37

1.04

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

271.05

Cum

4,078.14

₹11,05,379.85

1.05

Cement Concrete Pavement (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)

458.7

Cum

8,566.29

₹39,29,357.22

Total impact of GST for the purpose of CTC

Nos