Technical Eval

Works

Civil Works

INTERNAL DEVELOPMENT WORK OF SINDHUPURAM TOWNSHIP-01 UNDER GREATER AGRA SCHEME IN VILLAGE RAIPUR-RAHAN KALAN.

Agra Development Authority

ADA AGRA | Agra, Uttar Pradesh

Amount: Refer DocsCloses: 12 May 2026Closed

Timeline

Published29 Apr 2026
Closed12 May 2026
Technical Evaluation19 May 2026
Award—

Bids

5 Bids19 May 2026

#	Company	Status
1	M/S G.G. INFRATECH Accepted-Technical	Accepted-Technical ACCEPT
2	M/S J P Y CONTRACTOR Accepted-Technical	Accepted-Technical ACCEPT
3	M/S R P INFRAVENTURE PRIVATE LIMITED Rejected-Technical	Rejected-Technical REJECT
4	M/S SHREE RAM CONSTRUCTION Rejected-Technical 33 73 LATAKUNJ AJMER ROAD BALUGANJ AGRA 282001 \| AGRA \| UTTAR PRADESH \| 282001	Rejected-Technical REJECT
5	SAMRIDDHI NIRMAN PVT. LTD. Rejected-Technical E 13 NIRBHAY NAGAR GALLANA ROAD AGRA \| AGRA	Rejected-Technical REJECT

Tender Value

Refer Docs

EMD Value

₹53.2 L

Closing Date

12 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

CHIEF ENGINEER

Address

AGRA

Work Description

INTERNAL DEVELOPMENT WORK OF SINDHUPURAM TOWNSHIP-01 UNDER GREATER AGRA SCHEME IN VILLAGE RAIPUR-RAHAN KALAN.

Tender Information

Tender ID

2026_ADAA_1143633_1

Reference Number

03/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

ADA AGRA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requiredt2 (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹23,600

Tender Fee Payable To

secretary

EMD Fee Amount

₹53.2 L

Pre-Bid Meeting

Meeting Place

ADA AGRA

Important Dates

Last Activity

19 May 2026

Published

29 Apr 2026

Bid Opening

13 May 2026

Download Starts

29 Apr 2026

Download Ends

12 May 2026

Submission Starts

29 Apr 2026

Pre-Bid Meeting

8 May 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 (83 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m Lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SOR 23-24)	1,08,503.15	cum	140	₹1,51,90,441
2	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kind of soil (DSR 2023 No. 2.6.1)	4,777.4	cum	139.39	₹6,65,921.79
3	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil (DSR 2023 No. 2.8.1)	34,553.87	cum	204.41	₹70,63,156.57
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2023 No. 2.25)	31,536	cum	153.92	₹48,54,021.12
5	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1.5 to 3.0 m depth All kinds of soil. (DSR 2023 No. 2.26.1)	5,038.54	cum	99.58	₹5,01,737.81
6	Close timbering in trenches strutting, shoring and packing (Measurements cavities (wherever required) complete. to be taken of the face area timbered). Depth not exceeding 1.5 m (DSR 2023 No. 2.16.1)	1,963.18	sqm	109.9	₹2,15,753.48
7	Depth exceeding 1.5 m but not exceeding 3 m (DSR 2023 No. 2.16.2)	1,538.92	sqm	121.96	₹1,87,686.68
8	SUB HEAD - CONCRETE WORK: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 2023 No. 4.3.1)	1,401.29	Cum	6,186.98	₹86,69,753.2
9	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 2023 No. 4.1.8)	0.8	cum	5,349.46	₹4,274.22
10	Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.	300	cum	730.21	₹2,19,063

Stage Documents

Stage Summary Snapshot

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Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

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Documents

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

1T2.pdf

Tender Documents • 0.97 MB

BOQ_2136377.xls

BOQ • 0.36 MB

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Company

M/S G.G. INFRATECH

Accepted-Technical

M/S J P Y CONTRACTOR

Accepted-Technical

M/S R P INFRAVENTURE PRIVATE LIMITED

Rejected-Technical

M/S SHREE RAM CONSTRUCTION

Rejected-Technical

33 73 LATAKUNJ AJMER ROAD BALUGANJ AGRA 282001 | AGRA | UTTAR PRADESH | 282001

SAMRIDDHI NIRMAN PVT. LTD.

Rejected-Technical

E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m Lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SOR 23-24)

1,08,503.15

cum

140

₹1,51,90,441

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kind of soil (DSR 2023 No. 2.6.1)

4,777.4

cum

139.39

₹6,65,921.79

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil (DSR 2023 No. 2.8.1)

34,553.87

cum

204.41

₹70,63,156.57

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2023 No. 2.25)

31,536

cum

153.92

₹48,54,021.12

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1.5 to 3.0 m depth All kinds of soil. (DSR 2023 No. 2.26.1)

5,038.54

cum

99.58

₹5,01,737.81

Close timbering in trenches strutting, shoring and packing (Measurements cavities (wherever required) complete. to be taken of the face area timbered). Depth not exceeding 1.5 m (DSR 2023 No. 2.16.1)

1,963.18

sqm

109.9

₹2,15,753.48

Depth exceeding 1.5 m but not exceeding 3 m (DSR 2023 No. 2.16.2)

1,538.92

sqm

121.96

₹1,87,686.68

SUB HEAD - CONCRETE WORK: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 2023 No. 4.3.1)

1,401.29

Cum

6,186.98

₹86,69,753.2

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 2023 No. 4.1.8)

0.8

cum

5,349.46

₹4,274.22

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

300

cum

730.21

₹2,19,063