AOC

Works

Civil Works

Road widening of 30.0m wide road in Sector Ecotech-10 (Part-A), Greater Noida.

Greater Noida Industrial Development Authority

GREATER NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹3.8 CrCloses: 1 Jul 2026Closed

Timeline

Published17 Jun 2026
Closed1 Jul 2026
Technical Evaluation21 Jul 2026
Financial Evaluation19 Aug 2026
Awarded16 Sept 2026

Bids

Percentage

3 Bids16 Sept 2026

#	Company	Amount	Rank	Status
1	M/S R.K.Gupta Contractor L1₹3.7 CrAccepted-AOC DAULAT RAM MARKET RAILWAY ROAD DADRI GAUTAM BUDH NAGAR U P \| DADRI \| GAUTAM BUDH NAGAR \| UTTAR PRADESH	₹3.7 Cr	L1	Accepted-AOC L1
2	PARAS CONSTRUCTION L2₹3.8 Cr+₹3.0 L (0.80%)Rejected-Finance	₹3.8 Cr+₹3.0 L (0.80%)	L2	Rejected-Finance L2
3	Rami construction co L3₹3.8 Cr+₹4.2 L (1.12%)Rejected-Finance	₹3.8 Cr+₹4.2 L (1.12%)	L3	Rejected-Finance L3

Tender Value

₹3.8 Cr

EMD Value

₹7.6 L

Closing Date

1 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SM_TENDER CELL

Address

GNIDA OFFICE

Work Description

Road widening of 30.0m wide road in Sector Ecotech-10 (Part-A), Greater Noida.

Tender Information

Tender ID

2026_GNIDA_1161225_13

Reference Number

SM/(E-TENDER CELL)/2026/761 DATED-13.06.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

GREATER NOIDA

Source Website

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Eligibility / Pre-Qualification

REFER TENDER DOCUMENT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredTENDER FEE, EMD, Rs.100/- NON JUDICIAL STAMP PAPER ALONGWITH Re.1/- REVENUE STAMP (.pdf)

RequiredAPPENDIX A TO E (.pdf)

RequiredFINANCIAL STATEMENT,TURNOVER,GST,PAN,AADHAR,PROP./PRTN./LTD.CO.CERTIFICATE,AUTHORITY LETTER,ETC (.pdf)

RequiredOTHER REQUISITES AS PER TENDER DOCUMENT (.pdf)

Finance

RequiredFINANCIAL BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,590

EMD Fee Amount

₹7.6 L

Important Dates

Last Activity

16 Sept 2026

Published

17 Jun 2026

Bid Opening

3 Jul 2026

Download Starts

17 Jun 2026

Download Ends

1 Jul 2026

Submission Starts

17 Jun 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)
2	Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C))	-	Sqm	1	-
3Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)
4	Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)	1	Cum	-	-
5	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 (MORTH/4.14/406(B))	-	Cum	1	-
6Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
6.01	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1)	-	Rmt	1	-
7Providing and applying primer coat with SS1 grade bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 502)
8	Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503/(i))	-	Sqm	1	-
9Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B))

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 • 4.12 MB

Work Item Documents

PreQ_Widening_Ecotech_10A.pdf

Tender Documents • 0.98 MB

BOQ_2176453.xls

BOQ • 0.27 MB

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Company

M/S R.K.Gupta Contractor

L1₹3.7 CrAccepted-AOC

DAULAT RAM MARKET RAILWAY ROAD DADRI GAUTAM BUDH NAGAR U P | DADRI | GAUTAM BUDH NAGAR | UTTAR PRADESH

PARAS CONSTRUCTION

L2₹3.8 Cr+₹3.0 L (0.80%)Rejected-Finance

Rami construction co

L3₹3.8 Cr+₹4.2 L (1.12%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)
2	Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C))	-	Sqm	1	-
3Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)
4	Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)	1	Cum	-	-
5	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 (MORTH/4.14/406(B))	-	Cum	1	-
6Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
6.01	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1)	-	Rmt	1	-
7Providing and applying primer coat with SS1 grade bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 502)
8	Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503/(i))	-	Sqm	1	-
9Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B))

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)

Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C))

Sqm

3Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)

Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)

Cum

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 (MORTH/4.14/406(B))

Cum

6Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.

6.01

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1)

Rmt

7Providing and applying primer coat with SS1 grade bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 502)

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503/(i))

Sqm

9Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B))