Jharkhand

AOC

Works

Civil Works

Special repair of G.S.R. Ratu Road having capacity 3 Lakh Gallon RCC sump and other mis work at Ratu Road under D.W and S. Division, Gonda, Ranchi.

Chief Engineer

GONDA, RANCHI (G.S.R. Ratu Road ) | Ranchi, Jharkhand

Amount: ₹38.1 LCloses: 15 Apr 2026Closed

Timeline

Published8 Apr 2026
Closed15 Apr 2026
Technical Evaluation23 Apr 2026
Awarded15 Jul 2026

Bids

Percentage

2 Bids15 Jul 2026

#	Company	Amount	Rank	Status
1	Sanjeev Kumar L1₹38.0 LAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 \| ETAWAH \| UTTAR PRADESH \| 206242	₹38.0 L	L1	Accepted-AOC L1
2	KRISHNA CHARY L2₹38.7 L+₹67,083.88 (1.76%)Rejected-AOC	₹38.7 L+₹67,083.88 (1.76%)	L2	Rejected-AOC L2

Tender Value

₹38.1 L

EMD Value

₹77,000

Closing Date

15 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

EE.D.W.AND S. DIVISION, GONDA, RANCHI

Address

EE.D.W.AND S. DIVISION, GONDA, RANCHI ( Morabadi, Pani Tanki, Ranchi

Work Description

Special repair of G.S.R. Ratu Road having capacity 3 Lakh Gallon RCC sump and other mis work at Ratu Road under D.W and S. Division, Gonda, Ranchi.

Tender Information

Tender ID

2026_DWSD_112520_1

Reference Number

63/GSR/ Repair/Gonda

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

30 days

Location

GONDA, RANCHI (G.S.R. Ratu Road )

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredScan Copy of all required Documents as per term condition (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹77,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Jul 2026

Published

8 Apr 2026

Bid Opening

16 Apr 2026

Download Starts

8 Apr 2026

Download Ends

15 Apr 2026

Submission Starts

8 Apr 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 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dewatering of stagnate water from sump after scour valve for cleaning of sump etc all complete as per direction of E/I 4nosx8.00Hrsof 3H.P. Diesel pump set
2	supplying labour tools &tackles for cleaning filled silt &mud etc in all lift and disposal of spoils up to a lead of 50.00m all complete as per specification and direction of E/I. (DW&SD-3.3.9)	198.04	p/m3	-	-
3	Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth ,watering and disposal of unserviceable with all lead . all complete as per direction of E/I. outer wall Inner Wall	583.79	p/m2	-	-
4	Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (BCD-5.10.2)	33.01	p/m2	-	-
5	Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I ( BCD-5.3.1.1)	33.01	p/m3	-	-
6	Providing 12mm thick water proofing cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% Cico or any other approved water proofing compound including screening , curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD-5.7.14)outer wall, Inner Wall, Bottom	1	p/m2	189.13	₹188.94
7	Providing 1.5mmcement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I. Inner Wall , Bottom	0.64	p/m2	-	-
8.01	Calculation Area of Roof top portion of 3 lakh gallon RCC GSR (Dom Portion) D = 20.5, H = 1.5 R=((10.25)^2+(1.5)^2)/(2×1.5) R=(105.0625+2.25)/3 R=107.3125/3=35.7708 m Providing Tor reinforcement of 10mm , 12mm, &16mm dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire , removal of rust, placing with the rods in position all complete as per building specification and direction of E/I 30% - 8MM Dia	2.47	p/MT	-	-
8.02	30% - 10mm Dia	2.47	p/MT	-	-
8.03	40% - 12mm Dia	3.29	p/MT	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

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 • 0.42 MB

Work Item Documents

BID_DOCUMENT.pdf

Tender Documents • 1.49 MB

BOQ_151924.xls

BOQ • 0.27 MB

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Company

Sanjeev Kumar

L1₹38.0 LAccepted-AOC

0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242

KRISHNA CHARY

L2₹38.7 L+₹67,083.88 (1.76%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dewatering of stagnate water from sump after scour valve for cleaning of sump etc all complete as per direction of E/I 4nosx8.00Hrsof 3H.P. Diesel pump set
2	supplying labour tools &tackles for cleaning filled silt &mud etc in all lift and disposal of spoils up to a lead of 50.00m all complete as per specification and direction of E/I. (DW&SD-3.3.9)	198.04	p/m3	-	-
3	Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth ,watering and disposal of unserviceable with all lead . all complete as per direction of E/I. outer wall Inner Wall	583.79	p/m2	-	-
4	Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (BCD-5.10.2)	33.01	p/m2	-	-
5	Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I ( BCD-5.3.1.1)	33.01	p/m3	-	-
6	Providing 12mm thick water proofing cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% Cico or any other approved water proofing compound including screening , curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD-5.7.14)outer wall, Inner Wall, Bottom	1	p/m2	189.13	₹188.94
7	Providing 1.5mmcement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I. Inner Wall , Bottom	0.64	p/m2	-	-
8.01	Calculation Area of Roof top portion of 3 lakh gallon RCC GSR (Dom Portion) D = 20.5, H = 1.5 R=((10.25)^2+(1.5)^2)/(2×1.5) R=(105.0625+2.25)/3 R=107.3125/3=35.7708 m Providing Tor reinforcement of 10mm , 12mm, &16mm dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire , removal of rust, placing with the rods in position all complete as per building specification and direction of E/I 30% - 8MM Dia	2.47	p/MT	-	-
8.02	30% - 10mm Dia	2.47	p/MT	-	-
8.03	40% - 12mm Dia	3.29	p/MT	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dewatering of stagnate water from sump after scour valve for cleaning of sump etc all complete as per direction of E/I 4nosx8.00Hrsof 3H.P. Diesel pump set

supplying labour tools &tackles for cleaning filled silt &mud etc in all lift and disposal of spoils up to a lead of 50.00m all complete as per specification and direction of E/I. (DW&SD-3.3.9)

198.04

p/m3

Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth ,watering and disposal of unserviceable with all lead . all complete as per direction of E/I. outer wall Inner Wall

583.79

p/m2

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (BCD-5.10.2)

33.01

p/m2

Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I ( BCD-5.3.1.1)

33.01

p/m3

Providing 12mm thick water proofing cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% Cico or any other approved water proofing compound including screening , curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD-5.7.14)outer wall, Inner Wall, Bottom

p/m2

189.13

₹188.94

Providing 1.5mmcement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I. Inner Wall , Bottom

0.64

p/m2

8.01

Calculation Area of Roof top portion of 3 lakh gallon RCC GSR (Dom Portion) D = 20.5, H = 1.5 R=((10.25)^2+(1.5)^2)/(2×1.5) R=(105.0625+2.25)/3 R=107.3125/3=35.7708 m Providing Tor reinforcement of 10mm , 12mm, &16mm dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire , removal of rust, placing with the rods in position all complete as per building specification and direction of E/I 30% - 8MM Dia

2.47

p/MT

8.02

30% - 10mm Dia

2.47

p/MT

8.03

40% - 12mm Dia

3.29

p/MT