Jharkhand

Financial BO

Works

Civil Works

Special Repair of Balumath-HerhanjPanki Road from 1 to 16 km (SH-10) Width-7.0 m for the year 2026-27

Chief Engineer

Palamu, Jharkhand

Amount: ₹99.9 LCloses: 18 Sept 2026Closed

Timeline

Published29 Aug 2026
Closed18 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids24 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S CHANDA MEHTA L1₹64.0 LAdmitted-Fee/PreQual/Technical/Finance	-36.00%	₹64.0 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	MADAN GOPAL PRASAD L2₹73.0 L+₹9.0 L (14.1%)Admitted-Fee/PreQual/Technical/Finance	-26.99%	₹73.0 L+₹9.0 L (14.1%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹99.9 L

EMD Value

₹2 L

Closing Date

18 Sept 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, RCD, Road Division Daltonganj

Address

Executive Engineer, RCD, Road Division Daltonganj

Work Description

Special Repair of Balumath-HerhanjPanki Road from 1 to 16 km (SH-10) Width-7.0 m for the year 2026-27

Tender Information

Tender ID

2026_CECOM_117990_1

Reference Number

6/RCD/Daltonganj/2026-27/1057

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

PALAMU

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER DOCUMENTS (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹2 L

Important Dates

Last Activity

24 Sept 2026

Published

29 Aug 2026

Bid Opening

21 Sept 2026

Download Starts

29 Aug 2026

Download Ends

18 Sept 2026

Submission Starts

29 Aug 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable materials separately	198.24	M3	234	₹46,388.16
2	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	795.38	M³	2,973.86	₹23,65,334.72
3	Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.	3,181.5	M²	82.21	₹2,61,564.54
4	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.25 kg/sqm on the prepared granular surface cleaned with mechanical broom. As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I. For BM	3,181.5	M²	16.28	₹51,806.43
5	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.2 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I. For BM	8,480.5	M2	13.15	₹1,11,492.46
6	Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.	291.55	M³	10,904.97	₹31,79,343.21
7	Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II(10 mm nominal size)	174.93	M3	12,405.93	₹21,70,169.84
8	Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.	1,020	M³	131.3	₹1,33,926
9	Earthwork in cutting of ordinary soil (60% of length)	1,050	M3	62.4	₹65,520
10	Add 18% GST on Total Amount of Civil Work (Sl. No. 1 to 9)	-	As Item	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_159530.pdf

PDF

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 • 0.11 MB

Work Item Documents

Tenderdocument.pdf

Tender Documents • 0.25 MB

BOQ_159530.xls

BOQ • 0.28 MB

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Company

M/S CHANDA MEHTA

L1₹64.0 LAdmitted-Fee/PreQual/Technical/Finance

MADAN GOPAL PRASAD

L2₹73.0 L+₹9.0 L (14.1%)Admitted-Fee/PreQual/Technical/Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable materials separately

198.24

234

₹46,388.16

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

795.38

M³

2,973.86

₹23,65,334.72

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

3,181.5

M²

82.21

₹2,61,564.54

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.25 kg/sqm on the prepared granular surface cleaned with mechanical broom. As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I. For BM

3,181.5

M²

16.28

₹51,806.43

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.2 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I. For BM

8,480.5

13.15

₹1,11,492.46

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

291.55

M³

10,904.97

₹31,79,343.21

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II(10 mm nominal size)

174.93

12,405.93

₹21,70,169.84

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

1,020

M³

131.3

₹1,33,926

Earthwork in cutting of ordinary soil (60% of length)

1,050

62.4

₹65,520

Add 18% GST on Total Amount of Civil Work (Sl. No. 1 to 9)

As Item